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HomeMy WebLinkAboutJG 96 Truss stamps I27963583.B16601884Re: IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdictions(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customer's file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of the design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). Liu, Xuegang 5902 Pages or sheets covered by this seal: I27963583 thru I27963664 My license renewal date for the state of Indiana is July 31, 2018. B16601884 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. October 10,2016 Job B16601884 Truss AG01 Truss Type ATTIC GIRDER Qty 2 Ply 3 5902 Job Reference (optional) I27963583 7.640 s Sep 29 2015 MiTek Industries, Inc. Mon Oct 10 09:08:43 2016 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:rM?I1UI1x2SEX1FYKvlw9az1oGn-kH0e_k3gY4w3YoWn3umF0LjNa94bQBILTJqTdLyUsYI Scale = 1:81.6 12 3 4 5 6 7 8 9 13 12 11 10 14 15 5x8 3x6 10x10 3x6 3x6 12x12 3x8 3x6 3x6 2x4 8x8 8x8 8-2-0 7- 7 - 1 4 6-9-4 6-9-4 15-2-12 8-5-8 22-0-0 6-9-4 -0-10-8 0-10-8 6-9-4 6-9-4 9-5-0 2-7-12 11-2-0 1-9-0 15-1-0 3-11-0 15-2-12 0-1-12 22-0-0 6-9-4 23-2-8 1-2-8 2- 3 - 1 0 10 - 8 - 2 2- 6 - 1 0 9.00 12 Plate Offsets (X,Y)-- [2:0-3-8,0-4-0], [8:0-3-8,0-4-0], [11:0-3-8,0-6-0], [12:0-4-12,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.85 0.27 0.77 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.16 -0.30 0.01 0.09 (loc) 11-12 11-12 10 12-13 l/defl >999 >860 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 583 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E BOT CHORD 2x8 SP 2400F 2.0E *Except* 10-12: onCENTER® AFL 2.1E 1 1/2" x 11 7/8" WEBS 2x4 SPF No.2 *Except* 5-14,2-12,8-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 14 REACTIONS.(lb/size)13=5588/0-3-8, 10=6539/0-3-8 Max Horz 13=-257(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6052/0, 3-4=-3849/0, 4-5=0/2150, 5-6=0/2204, 6-7=-3780/0, 7-8=-6076/0, 2-13=-5105/0, 8-10=-5293/0 BOT CHORD 13-15=-247/640, 12-15=-259/715, 11-12=0/4546, 10-11=0/505 WEBS 3-12=0/3509, 7-11=0/3523, 4-14=-7419/0, 6-14=-7419/0, 5-14=0/402, 2-12=0/3931, 8-11=0/4200 NOTES- 1) 3-ply truss to be connected together with 16d (0.131"x 3.5") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 4 rows staggered at 0-4-0 oc, 1.47x11.875 - 3 rows staggered at 0-8-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Ceiling dead load (5.0 psf) on member(s). 3-4, 6-7, 4-14, 6-14; Wall dead load (5.0psf) on member(s).3-12, 7-11 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 11-12 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2625 lb down and 509 lb up at 6-4-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) Attic room checked for L/360 deflection. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage + Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-70, 4-5=-60, 5-6=-60, 6-7=-70, 7-8=-60, 8-9=-60, 12-13=-20, 11-12=-560(F=-440), 10-11=-460(F=-440), 4-6=-10 Drag: 3-12=-10, 7-11=-10 Concentrated Loads (lb) Vert: 15=-2625(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 10,2016 Job B16601884 Truss AT01 Truss Type Attic Qty 1 Ply 1 5902 Job Reference (optional) I27963584 7.640 s Sep 29 2015 MiTek Industries, Inc. Mon Oct 10 09:08:44 2016 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:rM?I1UI1x2SEX1FYKvlw9az1oGn-CTa1B44IJO3vAy5zdcHUYYGWGZOU9hYViza09nyUsYH Scale = 1:69.7 1 2 3 4 5 6 7 8 9 10 14 13 12 11 15 16 12x12 5x8 3x4 10x10 2x4 2x4 10x10 3x4 3x4 3x4 8x8 8x8 2x4 8-2-0 7- 0 - 0 6-9-4 6-9-4 15-2-12 8-5-8 22-0-0 6-9-4 -0-10-8 0-10-8 6-9-4 6-9-4 8-6-8 1-9-4 9-1-5 0-6-13 13-2-11 4-1-5 15-1-0 1-10-5 15-2-12 0-1-12 22-0-0 6-9-4 23-2-8 1-2-8 2- 3 - 1 0 9- 1 - 1 0 2- 6 - 1 0 9- 1 - 1 0 9.00 12 Plate Offsets (X,Y)-- [2:0-3-8,0-4-0], [5:0-9-11,0-3-12], [6:0-5-4,0-2-12], [9:0-3-8,0-4-0], [12:0-4-8,0-5-0], [13:0-4-8,0-5-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.92 0.42 0.57 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.13 -0.20 0.01 0.11 (loc) 13-14 13-14 11 13-14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 155 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 12-13: onCENTER® AFL 2.1E 1 1/2" x 11 7/8" WEBS 2x4 SPF-S Stud *Except* 3-13,8-12,4-7: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-7 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 9-9-10 oc bracing. WEBS 1 Row at midpt 4-7 REACTIONS.(lb/size)14=1447/0-3-8, 11=1470/0-3-8 Max Horz 14=-227(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1495/0, 3-4=-1055/50, 4-5=-34/272, 5-6=-45/471, 7-8=-1032/52, 8-9=-1484/0, 2-14=-1369/0, 9-11=-1419/0 BOT CHORD 13-14=-229/270, 12-13=0/1083 WEBS 3-13=0/442, 8-12=0/456, 4-15=-1578/68, 15-16=-1417/73, 7-16=-1443/70, 2-13=0/995, 9-12=0/1050 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Ceiling dead load (5.0 psf) on member(s). 3-4, 7-8, 4-15, 15-16, 7-16; Wall dead load (5.0psf) on member(s).3-13, 8-12 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 12-13 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Attic room checked for L/360 deflection. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 10,2016 Job B16601884 Truss AT02 Truss Type Attic Qty 4 Ply 1 5902 Job Reference (optional) I27963585 7.640 s Sep 29 2015 MiTek Industries, Inc. Mon Oct 10 09:08:44 2016 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:rM?I1UI1x2SEX1FYKvlw9az1oGn-CTa1B44IJO3vAy5zdcHUYYGYaZPI9h?Viza09nyUsYH Scale = 1:81.6 12 3 4 5 6 7 8 9 13 12 11 10 14 5x6 3x4 10x10 2x4 2x4 10x10 3x4 3x4 3x4 2x4 8x8 8x8 8-2-0 7- 7 - 1 4 6-9-4 6-9-4 15-2-12 8-5-8 22-0-0 6-9-4 -0-10-8 0-10-8 6-9-4 6-9-4 9-5-0 2-7-12 11-2-0 1-9-0 15-1-0 3-11-0 15-2-12 0-1-12 22-0-0 6-9-4 23-2-8 1-2-8 2- 3 - 1 0 10 - 8 - 2 2- 6 - 1 0 9.00 12 Plate Offsets (X,Y)-- [2:0-3-8,0-4-0], [8:0-3-8,0-4-0], [11:0-4-8,0-5-0], [12:0-4-8,0-5-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.77 0.37 0.54 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.14 -0.23 0.01 0.11 (loc) 12-13 12-13 10 12-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 169 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E BOT CHORD 2x6 SPF No.2 *Except* 11-12: onCENTER® AFL 2.1E 1 1/2" x 11 7/8" WEBS 2x4 SPF No.2 *Except* 5-14,2-12,8-10,8-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-9-10 oc bracing. JOINTS 1 Brace at Jt(s): 14 REACTIONS.(lb/size)13=1447/0-3-8, 10=1470/0-3-8 Max Horz 13=-263(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1468/0, 3-4=-1019/52, 4-5=-17/363, 5-6=-13/369, 6-7=-999/54, 7-8=-1454/0, 2-13=-1363/0, 8-10=-1411/0 BOT CHORD 12-13=-259/318, 11-12=0/1039 WEBS 3-12=0/466, 7-11=0/473, 4-14=-1525/86, 6-14=-1525/86, 2-12=0/917, 8-11=0/996 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Ceiling dead load (5.0 psf) on member(s). 3-4, 6-7, 4-14, 6-14; Wall dead load (5.0psf) on member(s).3-12, 7-11 6) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 11-12 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Attic room checked for L/360 deflection. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 10,2016 Job B16601884 Truss CG01 Truss Type Diagonal Hip Girder Qty 1 Ply 1 5902 Job Reference (optional) I27963586 7.640 s Sep 29 2015 MiTek Industries, Inc. Mon Oct 10 09:08:45 2016 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:rM?I1UI1x2SEX1FYKvlw9az1oGn-gf8PPQ4w3iBmo6g9BJoj5mosozo9uGlexdJZhEyUsYG Scale = 1:26.1 1 4 2 5 3 3x4 3x12 1-4-8 1-4-8 1-7-7 0-2-15 5-3-12 3-8-5 5-3-12 5-3-12 0- 7 - 0 3- 9 - 4 3- 1 - 1 5 3- 9 - 4 7.20 12 Plate Offsets (X,Y)-- [1:0-2-2,0-0-15], [1:0-1-15,1-4-15] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.23 0.14 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 -0.00 0.00 (loc) 1-3 1-3 2 1-3 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 26 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEDGE Left: 2x10 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=150/Mechanical, 3=50/Mechanical, 1=200/0-5-13 Max Horz 1=100(LC 5) Max Uplift2=-84(LC 5) Max Grav 2=150(LC 1), 3=100(LC 2), 1=200(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 84 lb uplift at joint 2. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 46 lb down and 49 lb up at 3-7-2 on top chord, and 9 lb down and 27 lb up at 3-7-2 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 1-3=-20 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 10,2016 Job B16601884 Truss CG02 Truss Type Diagonal Hip Girder Qty 1 Ply 1 5902 Job Reference (optional) I27963587 7.640 s Sep 29 2015 MiTek Industries, Inc. Mon Oct 10 09:08:45 2016 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:rM?I1UI1x2SEX1FYKvlw9az1oGn-gf8PPQ4w3iBmo6g9BJoj5mosozo9uGlexdJZhEyUsYG Scale = 1:26.1 1 4 2 5 3 3x4 3x12 1-4-8 1-4-8 1-7-7 0-2-15 5-3-12 3-8-5 5-3-12 5-3-12 0- 7 - 0 3- 9 - 4 0- 7 - 5 3- 1 - 1 5 3- 9 - 4 7.20 12 Plate Offsets (X,Y)-- [1:0-2-2,0-0-15], [1:0-1-15,1-4-15] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.23 0.14 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 -0.00 0.00 (loc) 1-3 1-3 2 1-3 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 26 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEDGE Left: 2x10 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=150/Mechanical, 3=50/Mechanical, 1=200/0-5-13 Max Horz 1=100(LC 5) Max Uplift2=-84(LC 5) Max Grav 2=150(LC 1), 3=100(LC 2), 1=200(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 84 lb uplift at joint 2. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 46 lb down and 49 lb up at 3-7-2 on top chord, and 9 lb down and 27 lb up at 3-7-2 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 1-3=-20 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 10,2016 Job B16601884 Truss CG03 Truss Type Diagonal Hip Girder Qty 1 Ply 1 5902 Job Reference (optional) I27963588 7.640 s Sep 29 2015 MiTek Industries, Inc. Mon Oct 10 09:08:45 2016 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:rM?I1UI1x2SEX1FYKvlw9az1oGn-gf8PPQ4w3iBmo6g9BJoj5mopaznUuGlexdJZhEyUsYG Scale = 1:19.9 1 2 3 4 5 6 7 3x6 3x4 3x6 1-2-2 1-2-2 1-4-9 0-2-8 8-1-2 6-8-9 8-1-8 0-0-6 8-1-8 8-1-8 0- 6 - 0 2- 5 - 0 2.83 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.43 0.25 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.13 0.00 0.05 (loc) 1-3 1-3 3 1-3 l/defl >999 >743 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 31 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=459/0-4-3, 1=336/0-4-15 Max Horz 1=59(LC 3) Max Uplift3=-136(LC 3), 1=-96(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-321/131 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 136 lb uplift at joint 3 and 96 lb uplift at joint 1. 5) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 30 lb up at 4-0-6, 30 lb up at 4-0-6, and 65 lb down and 53 lb up at 6-10-5, and 65 lb down and 53 lb up at 6-10-5 on top chord, and at 4-0-6, at 4-0-6, and 43 lb down at 6-10-5, and 43 lb down at 6-10-5 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 1-3=-20 Concentrated Loads (lb) Vert: 5=-130(F=-65, B=-65) 7=-43(F=-22, B=-22) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 10,2016 Job B16601884 Truss GE01 Truss Type Common Supported Gable Qty 1 Ply 1 5902 Job Reference (optional) I27963589 7.640 s Sep 29 2015 MiTek Industries, Inc. Mon Oct 10 09:08:46 2016 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:rM?I1UI1x2SEX1FYKvlw9az1oGn-8sincm5Yq?JdPGFLl1JyezL3JN7TdfkoAH37DgyUsYF Scale = 1:60.2 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x8 3x8 0-10-8 0-10-8 14-1-0 13-2-8 7-0-8 7-0-8 14-1-0 7-0-8 0- 7 - 0 7- 7 - 8 0- 7 - 0 12.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [11:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.12 0.20 0.27 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 12 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 191 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud, Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 12-4-0. (lb) - Max Horz 20=-169(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 17, 18, 15, 14 except 19=-197(LC 5), 20=-170(LC 4), 13=-191(LC 4), 12=-163(LC 5) Max Grav All reactions 250 lb or less at joint(s) 16, 17, 18, 19, 20, 15, 14, 13, 12 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 18, 15, 14 except (jt=lb) 19=197, 20=170, 13=191, 12=163. 8) Non Standard bearing condition. Review required. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 10,2016 Job B16601884 Truss GE02 Truss Type GABLE Qty 1 Ply 1 5902 Job Reference (optional) I27963590 7.640 s Sep 29 2015 MiTek Industries, Inc. Mon Oct 10 09:08:48 2016 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:rM?I1UI1x2SEX1FYKvlw9az1oGn-4EqX1S7pMdZLfaOksSLQjOQFQAnY5Vb4daYEIYyUsYD Scale = 1:75.1 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 5x6 3x6 5x6 5x6 3x6 3x6 3x6 3x6 3x8 3x8 4x6 4x8 3x4 5x6 5x8 0-10-8 0-10-8 1-2-0 0-3-8 3-2-0 2-0-0 7-6-8 4-4-8 13-5-12 5-11-4 19-5-0 5-11-4 25-5-12 6-0-12 31-6-8 6-0-12 39-3-8 7-9-0 1-2-0 1-2-0 3-2-0 2-0-0 7-6-8 4-4-8 13-5-12 5-11-4 19-5-0 5-11-4 25-5-12 6-0-12 31-6-8 6-0-12 39-3-8 7-9-0 0- 6 - 1 0 6- 0 - 6 7- 2 - 8 1- 4 - 1 2 1- 0 - 0 2- 0 - 0 7- 0 - 6 9.00 12 6.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [4:0-3-3,Edge], [7:0-3-0,0-3-0], [9:0-4-0,0-1-6], [24:0-2-0,0-1-8], [33:0-4-0,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.72 0.35 0.51 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.10 0.09 0.02 (loc) 28-29 28-29 11 29-30 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 641 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 6-27: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-1 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-9. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 30-32,29-30,28-29,27-28. WEBS 1 Row at midpt 5-28 REACTIONS.All bearings 19-10-8 except (jt=length) 33=0-3-8. (lb) - Max Horz 33=-154(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 33, 27, 17, 13, 12 except 10=-168(LC 7), 28=-211(LC 5), 11=-137(LC 1), 21=-154(LC 5) Max Grav All reactions 250 lb or less at joint(s) 10, 27, 27, 11, 18, 19, 20, 22, 23, 25, 26, 16, 15, 14, 13, 12 except 33=829(LC 1), 28=948(LC 10), 17=449(LC 1), 21=462(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1048/121, 3-4=-886/159, 4-5=-653/159 BOT CHORD 31-32=-205/814, 30-31=-205/814, 29-30=-102/675, 28-29=-102/675, 6-28=-392/155 WEBS 2-33=-713/96, 2-32=-80/927, 4-30=0/267, 5-29=0/264, 5-28=-824/145, 9-17=-368/25, 8-21=-382/170 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 10) Bearing at joint(s) 10, 28 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 33, 27, 17, 13, 12 except (jt=lb) 10=168, 28=211, 11=137, 21=154. 12) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 10,2016 Job B16601884 Truss GE03 Truss Type Common Supported Gable Qty 1 Ply 1 5902 Job Reference (optional) I27963591 7.640 s Sep 29 2015 MiTek Industries, Inc. Mon Oct 10 09:08:49 2016 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:rM?I1UI1x2SEX1FYKvlw9az1oGn-YQOvEo7R7whCGjzwQ9tfFczZ8a8Wq_hEsEHnq?yUsYC Scale = 1:67.1 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x8 3x8 1-2-8 1-2-8 14-11-0 13-8-8 7-5-8 7-5-8 14-11-0 7-5-8 0- 7 - 0 8- 0 - 8 0- 7 - 0 12.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [11:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.14 0.24 0.32 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 12 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 210 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud, Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 12-6-0. (lb) - Max Horz 20=-179(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 17, 18, 15, 14 except 19=-233(LC 5), 20=-205(LC 4), 13=-229(LC 4), 12=-199(LC 5) Max Grav All reactions 250 lb or less at joint(s) 16, 17, 18, 19, 20, 15, 14, 13, 12 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 18, 15, 14 except (jt=lb) 19=233, 20=205, 13=229, 12=199. 8) Non Standard bearing condition. Review required. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 10,2016 Job B16601884 Truss GE04 Truss Type Half Hip Supported Qty 1 Ply 1 5902 Job Reference (optional) I27963592 7.640 s Sep 29 2015 MiTek Industries, Inc. Mon Oct 10 09:08:49 2016 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:rM?I1UI1x2SEX1FYKvlw9az1oGn-YQOvEo7R7whCGjzwQ9tfFczXPa9oq2yEsEHnq?yUsYC Scale = 1:58.8 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 26 25 24 23 22 21 20 19 18 17 16 15 14 3x4 3x4 4x8 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 16-7-8 16-7-8 8-5-5 8-5-5 16-7-8 8-2-3 1- 2 - 8 7- 4 - 6 7- 6 - 8 7- 4 - 6 9.00 12 Plate Offsets (X,Y)-- [7:0-4-0,0-1-6], [24:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.32 0.16 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 14 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 301 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 7-13. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 16-7-8. (lb) - Max Horz 26=211(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 14, 20, 21, 22, 23, 19, 18, 17, 16, 15 except 26=-126(LC 4), 25=-183(LC 6) Max Grav All reactions 250 lb or less at joint(s) 26, 14, 20, 21, 22, 23, 24, 25, 19, 18, 17, 16, 15 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 20, 21, 22, 23, 19, 18, 17, 16, 15 except (jt=lb) 26=126, 25=183. 11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 10,2016 Job B16601884 Truss GE05 Truss Type Hip Supported Gable Qty 1 Ply 1 5902 Job Reference (optional) I27963593 7.640 s Sep 29 2015 MiTek Industries, Inc. Mon Oct 10 09:08:50 2016 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:rM?I1UI1x2SEX1FYKvlw9az1oGn-0dxIS883uEp3utY7_tOuopWkh_XtZVeN5u1KMRyUsYB Scale = 1:60.5 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 2x4 3x6 4x8 6x6 2x4 2x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 22-0-0 22-0-0 -0-10-8 0-10-8 5-10-0 5-10-0 16-6-0 10-8-0 22-0-0 5-6-0 23-2-8 1-2-8 2- 3 - 1 0 6- 6 - 0 6- 8 - 2 2- 6 - 1 0 6- 6 - 0 9.00 12 Plate Offsets (X,Y)-- [6:0-4-0,0-1-6], [14:0-3-3,Edge], [29:0-2-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.15 0.04 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 0.00 0.01 (loc) 19 19 20 19 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 381 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 6-14. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 22-0-0. (lb) - Max Horz 37=-174(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 25, 26, 27, 28, 30, 31, 32, 33, 34, 35, 23, 22, 21 except 37=-252(LC 4), 20=-106(LC 7), 36=-184(LC 5) Max Grav All reactions 250 lb or less at joint(s) 37, 20, 24, 25, 26, 27, 28, 30, 31, 32, 33, 34, 35, 36, 23, 22, 21 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-37=-226/255 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 25, 26, 27, 28, 30, 31, 32, 33, 34, 35, 23, 22, 21 except (jt=lb) 37=252, 20=106, 36=184. 11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 10,2016 Job B16601884 Truss GE06 Truss Type GABLE Qty 1 Ply 1 5902 Job Reference (optional) I27963594 7.640 s Sep 29 2015 MiTek Industries, Inc. Mon Oct 10 09:08:51 2016 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:rM?I1UI1x2SEX1FYKvlw9az1oGn-VpVgfU9hfYxwW17JXav7L12uJOrDIy_XJYmuvtyUsYA Scale = 1:57.9 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 4x8 2x4 2x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 6-7-4 6-7-4 20-5-0 13-9-12 -0-10-8 0-10-8 5-11-9 5-11-9 20-5-0 14-5-7 1- 2 - 8 6- 6 - 1 6- 8 - 3 1- 0 - 0 6- 6 - 1 1- 0 - 0 9.00 12 Plate Offsets (X,Y)-- [7:0-4-0,0-1-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.23 0.16 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 -0.00 0.01 -0.00 (loc) 1 1 20 2 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 362 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 8-31: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 7-19. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 36-37,35-36,34-35,33-34,32-33. REACTIONS.All bearings 20-5-0. (lb) - Max Horz 37=178(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 20, 32, 31, 33, 34, 35, 30, 29, 28, 27, 26, 25, 24, 23, 22, 21 except 37=-102(LC 4), 36=-147(LC 5) Max Grav All reactions 250 lb or less at joint(s) 20, 37, 32, 31, 33, 34, 35, 36, 30, 29, 28, 27, 26, 25, 24, 23, 22, 21 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-37=-277/154 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Bearing at joint(s) 32 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 32, 31, 33, 34, 35, 30, 29, 28, 27, 26, 25, 24, 23, 22, 21 except (jt=lb) 37=102, 36=147. 12) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 37, 33, 34, 35, 36. 13) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 10,2016 Job B16601884 Truss GE07 Truss Type GABLE Qty 1 Ply 1 5902 Job Reference (optional) I27963595 7.640 s Sep 29 2015 MiTek Industries, Inc. Mon Oct 10 09:08:52 2016 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:rM?I1UI1x2SEX1FYKvlw9az1oGn-z?32tpAJQr3n7BiV5HQMtEb3loC_1PcgYCWRRKyUsY9 Scale = 1:72.8 Sheet Front Full Sheathing 1 Ply 7/16OSB8 2 3 4 5 13 12 11 10 9 8 7 6 1 8x8 5x8 2x4 3x6 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5x8 5-0-15 5-0-15 8-10-11 3-9-12 12-8-7 3-9-12 16-4-8 3-8-1 5-0-15 5-0-15 8-10-11 3-9-12 12-8-7 3-9-12 16-4-8 3-8-1 0- 8 - 1 5 10 - 1 - 2 10 - 3 - 4 6- 6 - 1 3- 7 - 1 9.00 12 Plate Offsets (X,Y)-- [3:0-3-0,Edge], [4:0-2-0,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.25 0.13 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 2 2 6 7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 222 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-3: 2x10 SP No.1 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-3-9 except (jt=length) 1=0-3-8, 2=0-3-8, 2=0-3-8. (lb) - Max Horz 1=245(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 6, 12, 9, 7, 1 except 2=-109(LC 6) Max Grav All reactions 250 lb or less at joint(s) 6, 12, 9, 10, 11, 13, 8, 7, 1 except 2=474(LC 1), 2=474(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-289/215 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 12, 9, 7, 1 except (jt=lb) 2=109. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 10,2016 Job B16601884 Truss GE08 Truss Type GABLE Qty 1 Ply 1 5902 Job Reference (optional) I27963596 7.640 s Sep 29 2015 MiTek Industries, Inc. Mon Oct 10 09:08:52 2016 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:rM?I1UI1x2SEX1FYKvlw9az1oGn-z?32tpAJQr3n7BiV5HQMtEbuJo4L1GAgYCWRRKyUsY9 Scale = 1:80.7 Sheet Front Center 0-0-0 6-3-13 1 Ply 7/16OSB8 1 2 3 4 5 11 9 8 7 610 4x8 3x4 3x6 8x8 4x6 3x6 2x4 5x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 1-8-0 1-8-0 6-0-2 4-4-2 11-8-11 5-8-10 18-0-8 6-3-13 -0-10-8 0-10-8 6-0-2 6-0-2 11-8-11 5-8-10 18-0-8 6-3-13 0- 9 - 8 4- 8 - 6 9- 5 - 4 4.00 12 9.00 12 Plate Offsets (X,Y)-- [8:0-2-13,0-0-0], [11:0-2-12,0-2-12], [16:0-1-13,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.91 0.62 0.66 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.08 -0.22 0.03 0.07 (loc) 7-9 7-9 6 7-9 l/defl >999 >871 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 157 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-6: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-6, 4-6 REACTIONS.(lb/size)6=832/Mechanical, 11=854/1-11-8, 10=253/0-3-8 Max Horz 11=284(LC 6) Max Uplift6=-144(LC 6), 11=-146(LC 4) Max Grav 6=832(LC 1), 11=854(LC 1), 10=272(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1683/166, 3-4=-998/35, 2-11=-871/158 BOT CHORD 10-11=-303/338, 9-10=-303/338, 8-9=-286/1541, 7-8=-286/1541, 6-7=-126/877 WEBS 3-7=-707/219, 4-7=-28/557, 4-6=-1065/151, 2-9=-55/1208 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable studs spaced at 1-4-0 oc. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=144, 11=146. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-5=-60, 7-11=-60(F=-40), 6-7=-20 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 10,2016 Job B16601884 Truss GE08A Truss Type GABLE Qty 1 Ply 1 5902 Job Reference (optional) I27963597 7.640 s Sep 29 2015 MiTek Industries, Inc. Mon Oct 10 09:08:53 2016 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:rM?I1UI1x2SEX1FYKvlw9az1oGn-RCdQ49BxB9BelLHif?xbQS833BQamjQpnsF_zmyUsY8 Scale = 1:80.7 Sheet Back Center 0-0-0 6-3-13 1 Ply 7/16OSB8 1 2 3 4 5 11 9 8 7 610 4x8 3x4 3x6 8x8 4x6 3x6 2x4 5x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 1-8-0 1-8-0 6-0-2 4-4-2 11-8-11 5-8-10 18-0-8 6-3-13 -0-10-8 0-10-8 6-0-2 6-0-2 11-8-11 5-8-10 18-0-8 6-3-13 0- 9 - 8 4- 8 - 6 9- 5 - 4 4.00 12 9.00 12 Plate Offsets (X,Y)-- [8:0-2-13,0-0-0], [11:0-2-12,0-2-12], [16:0-1-13,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.91 0.62 0.66 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.08 -0.22 0.03 0.07 (loc) 7-9 7-9 6 7-9 l/defl >999 >871 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 157 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-6: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-6, 4-6 REACTIONS.(lb/size)6=832/Mechanical, 11=854/1-11-8, 10=253/0-3-8 Max Horz 11=284(LC 6) Max Uplift6=-144(LC 6), 11=-146(LC 4) Max Grav 6=832(LC 1), 11=854(LC 1), 10=272(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1683/166, 3-4=-998/35, 2-11=-871/158 BOT CHORD 10-11=-303/338, 9-10=-303/338, 8-9=-286/1541, 7-8=-286/1541, 6-7=-126/877 WEBS 3-7=-707/219, 4-7=-28/557, 4-6=-1065/151, 2-9=-55/1208 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable studs spaced at 1-4-0 oc. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=144, 11=146. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-5=-60, 7-11=-60(F=-40), 6-7=-20 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 10,2016 Job B16601884 Truss GE09 Truss Type GABLE Qty 1 Ply 1 5902 Job Reference (optional) I27963598 7.640 s Sep 29 2015 MiTek Industries, Inc. Mon Oct 10 09:08:54 2016 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:rM?I1UI1x2SEX1FYKvlw9az1oGn-vOBoHVBZyTJVNVsuDiSqyfgQPbu4VJ_z?W?YWCyUsY7 Scale = 1:50.7 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 35 34 3332 31 30 29 28 27 26 25 24 23 22 21 20 2x4 2x4 3x6 3x6 2x4 2x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 18-6-0 18-6-0 -0-10-8 0-10-8 6-0-11 6-0-11 12-5-5 6-4-11 18-6-0 6-0-11 19-4-8 0-10-8 1- 5 - 8 5- 9 - 1 4 6- 0 - 0 1- 5 - 8 5- 9 - 1 4 9.00 12 Plate Offsets (X,Y)-- [7:0-3-3,Edge], [13:0-3-3,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.17 0.09 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 0.00 0.00 (loc) 19 19 20 19 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 267 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 7-13. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 18-6-0. (lb) - Max Horz 35=146(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 27, 28, 31, 33, 26, 23, 22 except 35=-119(LC 4), 20=-102(LC 5), 34=-117(LC 5), 21=-105(LC 4) Max Grav All reactions 250 lb or less at joint(s) 35, 20, 27, 28, 29, 30, 31, 33, 34, 26, 25, 24, 23, 22, 21 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 27, 28, 31, 33, 26, 23, 22 except (jt=lb) 35=119, 20=102, 34=117, 21=105. 11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 10,2016 Job B16601884 Truss GE10 Truss Type Monopitch Supported Gable Qty 1 Ply 1 5902 Job Reference (optional) I27963599 7.640 s Sep 29 2015 MiTek Industries, Inc. Mon Oct 10 09:08:54 2016 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-vOBoHVBZyTJVNVsuDiSqyfgHgbqXVJYz?W?YWCyUsY7 Scale: 1/4"=1' Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 12 11 10 9 8 3x6 3x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 -1-2-8 1-2-8 4-8-0 4-8-0 6-3-8 1-7-8 2- 6 - 1 0 7- 3 - 4 6- 0 - 1 0 9.00 12 Plate Offsets (X,Y)-- [6:0-0-12,0-1-8], [8:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.73 0.38 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.02 0.00 0.03 (loc) 6 6-7 8 6-7 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 75 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 4-8-0. (lb) - Max Horz 12=219(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 9 except 12=-275(LC 4), 8=-225(LC 5), 11=-510(LC 5) Max Grav All reactions 250 lb or less at joint(s) 8, 10, 9 except 12=553(LC 5), 11=285(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-12=-293/153, 2-3=-273/152, 6-8=-217/260 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9 except (jt=lb) 12=275, 8=225, 11=510. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 10,2016 Job B16601884 Truss J01 Truss Type Jack-Open Qty 2 Ply 1 5902 Job Reference (optional) I27963600 7.640 s Sep 29 2015 MiTek Industries, Inc. Mon Oct 10 09:08:54 2016 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:rM?I1UI1x2SEX1FYKvlw9az1oGn-vOBoHVBZyTJVNVsuDiSqyfgRrbt8VKSz?W?YWCyUsY7 Scale = 1:26.4 1 2 5 3 4 2x4 2x4 3x8 0-10-8 0-10-8 3-2-4 2-3-12 3-2-4 3-2-4 0- 7 - 0 3- 9 - 4 3- 2 - 1 3 3- 9 - 4 12.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.08 0.15 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.02 0.00 (loc) 5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=50/Mechanical, 4=14/Mechanical, 5=186/0-3-8 Max Horz 5=104(LC 6) Max Uplift3=-64(LC 6), 4=-20(LC 6) Max Grav 3=50(LC 1), 4=32(LC 2), 5=186(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 10,2016 Job B16601884 Truss J02 Truss Type Jack-Open Qty 1 Ply 1 5902 Job Reference (optional) I27963601 7.640 s Sep 29 2015 MiTek Industries, Inc. Mon Oct 10 09:08:55 2016 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:rM?I1UI1x2SEX1FYKvlw9az1oGn-NalBVrCCjmRM_eR4mQz3VtDdw?ENEnq6EAk52eyUsY6 Scale = 1:20.5 1 2 5 3 4 2x4 2x4 3x8 0-10-8 0-10-8 2-2-7 1-3-15 2-2-7 2-2-7 0- 7 - 0 2- 9 - 7 2- 3 - 0 2- 9 - 7 12.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.06 0.08 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 -0.01 0.00 (loc) 5 5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=16/Mechanical, 4=-9/Mechanical, 5=164/0-3-8 Max Horz 5=73(LC 6) Max Uplift3=-44(LC 6), 4=-27(LC 6) Max Grav 3=16(LC 1), 4=9(LC 4), 5=164(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 10,2016 Job B16601884 Truss J03 Truss Type Jack-Open Qty 1 Ply 1 5902 Job Reference (optional) I27963602 7.640 s Sep 29 2015 MiTek Industries, Inc. Mon Oct 10 09:08:55 2016 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:rM?I1UI1x2SEX1FYKvlw9az1oGn-NalBVrCCjmRM_eR4mQz3VtDdw?ENEnq6EAk52eyUsY6 Scale = 1:20.5 1 2 5 3 4 2x4 2x4 3x8 0-10-8 0-10-8 2-2-7 1-3-15 2-2-7 2-2-7 0- 7 - 0 2- 9 - 7 2- 3 - 0 2- 9 - 7 12.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.06 0.08 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 -0.01 0.00 (loc) 5 5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=16/Mechanical, 4=-9/Mechanical, 5=164/0-3-8 Max Horz 5=73(LC 6) Max Uplift3=-44(LC 6), 4=-27(LC 6) Max Grav 3=16(LC 1), 4=9(LC 4), 5=164(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 10,2016 Job B16601884 Truss J04 Truss Type Jack-Open Qty 1 Ply 1 5902 Job Reference (optional) I27963603 7.640 s Sep 29 2015 MiTek Industries, Inc. Mon Oct 10 09:08:55 2016 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:rM?I1UI1x2SEX1FYKvlw9az1oGn-NalBVrCCjmRM_eR4mQz3VtDbd?EIEnD6EAk52eyUsY6 Scale = 1:12.2 1 2 32x4 3x8 0-10-8 0-10-8 2-10-15 2-0-7 2-10-15 2-10-15 0- 6 - 0 1- 5 - 1 0 1- 1 - 7 1- 5 - 1 0 4.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-0-6], [1:0-1-5,1-1-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.14 0.09 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 -0.00 0.00 (loc) 1-3 1-3 2 1 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEDGE Left: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=81/Mechanical, 3=27/Mechanical, 1=108/0-3-8 Max Horz 1=36(LC 4) Max Uplift2=-33(LC 4), 1=-2(LC 4) Max Grav 2=81(LC 1), 3=54(LC 2), 1=108(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 1. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 10,2016 Job B16601884 Truss J05 Truss Type Jack-Open Qty 1 Ply 1 5902 Job Reference (optional) I27963604 7.640 s Sep 29 2015 MiTek Industries, Inc. Mon Oct 10 09:08:56 2016 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:rM?I1UI1x2SEX1FYKvlw9az1oGn-rnJZiBDqU4ZDco?GK7VI14misPWmzETGTqUfa5yUsY5 Scale: 3/4"=1' 1 2 32x4 3x8 0-10-8 0-10-8 4-10-15 4-0-7 4-10-15 4-10-15 0- 6 - 0 2- 1 - 1 0 1- 9 - 7 2- 1 - 1 0 4.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-0-6], [1:0-1-5,1-1-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.43 0.26 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.07 -0.00 0.00 (loc) 1-3 1-3 2 1 l/defl >999 >769 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEDGE Left: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=141/Mechanical, 3=47/Mechanical, 1=188/0-3-8 Max Horz 1=56(LC 4) Max Uplift2=-55(LC 4), 1=-5(LC 4) Max Grav 2=141(LC 1), 3=94(LC 2), 1=188(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 1. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 10,2016 Job B16601884 Truss J06 Truss Type Jack-Open Qty 1 Ply 1 5902 Job Reference (optional) I27963605 7.640 s Sep 29 2015 MiTek Industries, Inc. Mon Oct 10 09:08:56 2016 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:rM?I1UI1x2SEX1FYKvlw9az1oGn-rnJZiBDqU4ZDco?GK7VI14mmMPZXzETGTqUfa5yUsY5 Scale = 1:12.2 1 2 32x4 3x8 0-10-8 0-10-8 2-10-15 2-0-7 2-10-15 2-10-15 0- 6 - 0 1- 5 - 1 0 1- 1 - 7 1- 5 - 1 0 4.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-0-6], [1:0-1-5,1-1-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.14 0.09 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 -0.00 0.00 (loc) 1-3 1-3 2 1 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEDGE Left: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=81/Mechanical, 3=27/Mechanical, 1=108/0-3-8 Max Horz 1=36(LC 4) Max Uplift2=-33(LC 4), 1=-2(LC 4) Max Grav 2=81(LC 1), 3=54(LC 2), 1=108(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 1. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 10,2016 Job B16601884 Truss J07 Truss Type Jack-Open Qty 1 Ply 1 5902 Job Reference (optional) I27963606 7.640 s Sep 29 2015 MiTek Industries, Inc. Mon Oct 10 09:08:56 2016 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:rM?I1UI1x2SEX1FYKvlw9az1oGn-rnJZiBDqU4ZDco?GK7VI14misPWmzETGTqUfa5yUsY5 Scale: 3/4"=1' 1 2 32x4 3x8 0-10-8 0-10-8 4-10-15 4-0-7 4-10-15 4-10-15 0- 6 - 0 2- 1 - 1 0 1- 9 - 7 2- 1 - 1 0 4.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-0-6], [1:0-1-5,1-1-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.43 0.26 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.07 -0.00 0.00 (loc) 1-3 1-3 2 1 l/defl >999 >769 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEDGE Left: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=141/Mechanical, 3=47/Mechanical, 1=188/0-3-8 Max Horz 1=56(LC 4) Max Uplift2=-55(LC 4), 1=-5(LC 4) Max Grav 2=141(LC 1), 3=94(LC 2), 1=188(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 1. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 10,2016 Job B16601884 Truss M01 Truss Type MONOPITCH Qty 7 Ply 1 5902 Job Reference (optional) I27963607 7.640 s Sep 29 2015 MiTek Industries, Inc. Mon Oct 10 09:08:56 2016 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:rM?I1UI1x2SEX1FYKvlw9az1oGn-rnJZiBDqU4ZDco?GK7VI14mi0PWFzCyGTqUfa5yUsY5 Scale = 1:42.9 1 2 3 5 4 3x4 4x6 2x4 3x6 4x6 0-10-8 0-10-8 1-0-4 0-1-12 6-11-8 5-11-4 1-0-4 1-0-4 6-11-8 5-11-4 0- 6 - 1 0 5- 9 - 4 5- 5 - 1 2 0- 3 - 8 5- 9 - 4 9.00 12 Plate Offsets (X,Y)-- [1:Edge,0-2-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.42 0.30 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.08 -0.00 0.05 (loc) 4-5 4-5 4 4-5 l/defl >999 >898 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 30 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=321/0-3-8, 4=224/0-1-8 Max Horz 5=165(LC 6) Max Uplift5=-19(LC 6), 4=-142(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 4-5=-327/198 WEBS 2-4=-187/320 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 4=142. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 10,2016 Job B16601884 Truss M02 Truss Type MONOPITCH Qty 7 Ply 1 5902 Job Reference (optional) I27963608 7.640 s Sep 29 2015 MiTek Industries, Inc. Mon Oct 10 09:08:57 2016 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:rM?I1UI1x2SEX1FYKvlw9az1oGn-JzsxwXESFOh3EyaTur0XaIIs9po4ihjPiUDC6XyUsY4 Scale = 1:18.2 1 2 3 2x4 2x4 3x8 2x4 0-10-8 0-10-8 5-6-0 5-6-0 0- 6 - 0 2- 4 - 0 2- 0 - 8 0- 3 - 8 2- 4 - 0 4.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-0-6], [1:0-1-5,1-1-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.46 0.52 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.11 0.00 0.06 (loc) 1-3 1-3 1-3 l/defl >999 >566 n/a >966 L/d 360 240 n/a 240 PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud WEDGE Left: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=208/0-3-8, 3=208/0-1-8 Max Horz 1=61(LC 4) Max Uplift1=-50(LC 4), 3=-73(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 3 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 10,2016 Job B16601884 Truss M03 Truss Type MONOPITCH Qty 12 Ply 1 5902 Job Reference (optional) I27963609 7.640 s Sep 29 2015 MiTek Industries, Inc. Mon Oct 10 09:08:57 2016 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:rM?I1UI1x2SEX1FYKvlw9az1oGn-JzsxwXESFOh3EyaTur0XaIIodplWihjPiUDC6XyUsY4 Scale = 1:22.4 1 2 3 3x6 3x6 3x8 3x8 0-10-8 0-10-8 7-6-0 6-7-8 7-6-0 7-6-0 0- 6 - 0 3- 0 - 0 2- 8 - 8 0- 3 - 8 3- 0 - 0 4.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-0-10], [1:0-1-5,1-1-1], [3:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.75 0.74 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.11 -0.29 0.00 0.18 (loc) 1-3 1-3 3 1-3 l/defl >819 >298 n/a >475 L/d 360 240 n/a 240 PLATES MT20 Weight: 22 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud WEDGE Left: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=288/0-3-8, 3=288/0-1-8 Max Horz 1=82(LC 4) Max Uplift1=-70(LC 4), 3=-100(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 3 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 3=100. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 10,2016 Job B16601884 Truss M04 Truss Type MONOPITCH Qty 4 Ply 1 5902 Job Reference (optional) I27963610 7.640 s Sep 29 2015 MiTek Industries, Inc. Mon Oct 10 09:08:57 2016 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:rM?I1UI1x2SEX1FYKvlw9az1oGn-JzsxwXESFOh3EyaTur0XaIIp3ptwig9PiUDC6XyUsY4 Scale = 1:51.5 1 2 3 5 4 3x4 3x4 5x6 4x6 -0-10-8 0-10-8 6-2-8 6-2-8 2- 3 - 1 0 6- 1 1 - 8 6- 8 - 0 0- 3 - 8 6- 1 1 - 8 9.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.66 0.21 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.12 -0.00 -0.01 (loc) 4-5 4-5 4 4-5 l/defl >999 >591 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 31 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=303/0-3-8, 4=231/0-1-8 Max Horz 5=202(LC 6) Max Uplift4=-132(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-72/256 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=132. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 10,2016 Job B16601884 Truss M05 Truss Type Monopitch Qty 4 Ply 1 5902 Job Reference (optional) I27963611 7.640 s Sep 29 2015 MiTek Industries, Inc. Mon Oct 10 09:08:58 2016 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-n9QJ7tE40hpwr69fSYXm7Vr5GCDoR78Zw8zlfzyUsY3 Scale: 1/4"=1' 1 2 3 4 6 5 2x4 2x4 3x6 3x4 4-8-0 4-8-0 -1-2-8 1-2-8 4-8-0 4-8-0 6-3-8 1-7-8 2- 6 - 1 0 7- 3 - 4 5- 9 - 2 0- 3 - 8 7- 3 - 4 9.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.24 0.23 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.05 -0.00 0.00 (loc) 5-6 5-6 5 6 l/defl >999 >956 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 28 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=247/0-3-8, 5=290/0-1-8 Max Horz 6=217(LC 6) Max Uplift5=-210(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 5-6=-264/24 WEBS 2-5=-27/300 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=210. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 10,2016 Job B16601884 Truss M06 Truss Type MONOPITCH Qty 6 Ply 1 5902 Job Reference (optional) I27963612 7.640 s Sep 29 2015 MiTek Industries, Inc. Mon Oct 10 09:08:58 2016 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:g_f?mcOUdby4ThdQ5Lyxj2y4Qyx-n9QJ7tE40hpwr69fSYXm7Vr42CDBR7bZw8zlfzyUsY3 Scale = 1:40.0 1 2 3 5 4 2x4 2x4 3x6 3x4 4-7-8 4-7-8 -1-2-8 1-2-8 4-7-8 4-7-8 2- 6 - 1 0 6- 0 - 4 5- 8 - 1 2 0- 3 - 8 6- 0 - 4 9.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.26 0.20 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.05 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >984 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 25 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=267/0-3-8, 4=161/0-1-8 Max Horz 5=181(LC 6) Max Uplift4=-128(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=128. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 10,2016 Job B16601884 Truss PB01 Truss Type GABLE Qty 6 Ply 1 5902 Job Reference (optional) I27963613 7.640 s Sep 29 2015 MiTek Industries, Inc. Mon Oct 10 09:08:58 2016 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:rM?I1UI1x2SEX1FYKvlw9az1oGn-n9QJ7tE40hpwr69fSYXm7Vr6ACFoR7LZw8zlfzyUsY3 Scale = 1:42.7 1 2 3 4 5 6 7 10 9 8 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 14-9-11 14-9-11 7-4-13 7-4-13 14-9-11 7-4-14 0- 4 - 1 0 5- 6 - 1 0 0- 1 - 8 0- 4 - 1 0 0- 1 - 8 9.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.19 0.10 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 0.00 (loc) 6 7 6 6 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 45 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-5-6. (lb) - Max Horz 2=119(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2 except 10=-102(LC 6), 8=-101(LC 7) Max Grav All reactions 250 lb or less at joint(s) 2, 6, 9 except 10=317(LC 10), 8=317(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 10=102, 8=101. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 10,2016 Job B16601884 Truss PB02 Truss Type Piggyback Qty 1 Ply 1 5902 Job Reference (optional) I27963614 7.640 s Sep 29 2015 MiTek Industries, Inc. Mon Oct 10 09:08:59 2016 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:rM?I1UI1x2SEX1FYKvlw9az1oGn-GM_hLDFim?ynTGkr?G2?fjOFmcbqAa2i9oiJBQyUsY2 Scale = 1:26.4 1 2 3 4 5 6 7 10 9 8 4x8 4x8 3x4 3x4 2x4 2x4 2x4 2x4 14-9-11 14-9-11 14-9-11 14-9-11 0- 4 - 1 0 2- 4 - 8 2- 6 - 1 0 0- 1 - 8 0- 4 - 1 0 0- 1 - 8 2- 3 - 0 9.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-1-6], [5:0-4-0,0-1-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.20 0.11 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 7 7 6 6 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 39 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-5-5. (lb) - Max Horz 2=-48(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 9, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 2, 6 except 9=365(LC 10), 10=259(LC 10), 8=259(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-9=-279/116 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6, 9, 10, 8. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 10,2016 Job B16601884 Truss PB03 Truss Type Piggyback Qty 1 Ply 1 5902 Job Reference (optional) I27963615 7.640 s Sep 29 2015 MiTek Industries, Inc. Mon Oct 10 09:08:59 2016 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:rM?I1UI1x2SEX1FYKvlw9az1oGn-GM_hLDFim?ynTGkr?G2?fjOEdcZ9Aabi9oiJBQyUsY2 Scale = 1:33.9 1 2 3 4 5 6 8 7 4x8 4x8 3x8 3x8 2x4 2x4 14-9-11 14-9-11 14-9-11 14-9-11 0- 4 - 1 0 4- 4 - 8 4- 6 - 1 0 0- 1 - 8 0- 4 - 1 0 0- 1 - 8 4- 3 - 0 9.00 12 Plate Offsets (X,Y)-- [2:0-8-0,0-0-10], [3:0-4-0,0-1-6], [4:0-4-0,0-1-6], [5:0-8-0,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.27 0.22 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.01 0.03 0.00 -0.01 (loc) 6 6 5 6 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 43 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-5-5. (lb) - Max Horz 2=95(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 5, 7, 8 Max Grav All reactions 250 lb or less at joint(s) 2, 5 except 7=412(LC 11), 8=412(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5, 7, 8. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 10,2016 Job B16601884 Truss PB04 Truss Type Piggyback Qty 1 Ply 1 5902 Job Reference (optional) I27963616 7.640 s Sep 29 2015 MiTek Industries, Inc. Mon Oct 10 09:09:00 2016 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:rM?I1UI1x2SEX1FYKvlw9az1oGn-kYY4YYGKXJ4e5QJ2ZzZECwwRv0wJv1RrOSSsjsyUsY1 Scale = 1:29.8 1 2 3 4 5 6 7 10 9 8 4x8 4x8 3x4 3x4 2x4 2x4 2x4 2x4 14-9-11 14-9-11 14-9-11 14-9-11 0- 4 - 1 0 3- 7 - 0 3- 9 - 2 0- 1 - 8 0- 4 - 1 0 0- 1 - 8 3- 5 - 8 9.00 12 Plate Offsets (X,Y)-- [2:0-1-13,0-1-8], [3:0-4-0,0-1-6], [5:0-4-0,0-1-6], [6:0-1-13,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.17 0.16 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.01 0.01 0.00 -0.00 (loc) 7 7 6 7 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 44 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-5-5. (lb) - Max Horz 2=76(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 9, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 2, 6, 9 except 10=303(LC 10), 8=303(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6, 9, 10, 8. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 10,2016 Job B16601884 Truss PB05 Truss Type GABLE Qty 1 Ply 1 5902 Job Reference (optional) I27963617 7.640 s Sep 29 2015 MiTek Industries, Inc. Mon Oct 10 09:09:00 2016 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:rM?I1UI1x2SEX1FYKvlw9az1oGn-kYY4YYGKXJ4e5QJ2ZzZECwwRn0wVv2drOSSsjsyUsY1 Scale = 1:31.0 12 3 4 5 6 7 8 12 11 10 9 4x6 6x6 4x8 3x4 3x4 2x4 2x4 2x4 2x4 2x4 14-9-11 14-9-11 4-8-7 4-8-7 14-9-11 10-1-4 0- 4 - 1 0 3- 6 - 5 1- 7 - 0 0- 1 - 8 0- 4 - 1 0 0- 1 - 8 1- 5 - 8 9.00 12 Plate Offsets (X,Y)-- [2:0-1-13,0-1-8], [4:0-2-13,Edge], [6:0-4-0,0-1-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.18 0.15 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 0.00 (loc) 7 7 7 7 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 40 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 7-9. REACTIONS.All bearings 13-5-5. (lb) - Max Horz 2=72(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 7, 10, 11, 9 Max Grav All reactions 250 lb or less at joint(s) 2, 7, 11, 9 except 12=251(LC 1), 10=285(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 7, 10, 11, 9. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 10,2016 Job B16601884 Truss PB06 Truss Type PIGGYBACK Qty 7 Ply 1 5902 Job Reference (optional) I27963618 7.640 s Sep 29 2015 MiTek Industries, Inc. Mon Oct 10 09:09:00 2016 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:rM?I1UI1x2SEX1FYKvlw9az1oGn-kYY4YYGKXJ4e5QJ2ZzZECwwRX0wav2arOSSsjsyUsY1 Scale = 1:28.5 1 2 3 4 5 6 4x6 3x4 3x4 2x4 9-4-13 9-4-13 4-8-7 4-8-7 9-4-13 4-8-6 0- 4 - 1 0 3- 6 - 5 0- 1 - 8 0- 4 - 1 0 0- 1 - 8 9.00 12 Plate Offsets (X,Y)-- [2:0-1-13,0-1-8], [4:0-1-13,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.13 0.14 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.01 0.01 0.00 -0.00 (loc) 5 5 4 5 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 25 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=197/8-0-8, 4=197/8-0-8, 6=300/8-0-8 Max Horz 2=72(LC 5) Max Uplift2=-33(LC 6), 4=-39(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 10,2016 Job B16601884 Truss PB07 Truss Type Piggyback Qty 3 Ply 1 5902 Job Reference (optional) I27963619 7.640 s Sep 29 2015 MiTek Industries, Inc. Mon Oct 10 09:09:01 2016 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:rM?I1UI1x2SEX1FYKvlw9az1oGn-Ck6SmuHyIcCVjZuE7g4Tk8TcxQGYeVr?c6BQFIyUsY0 Scale = 1:28.6 1 2 3 4 5 6 4x6 3x4 3x4 2x4 9-1-13 9-1-13 4-8-7 4-8-7 9-1-13 4-5-7 0- 4 - 1 0 3- 6 - 5 0- 1 - 8 0- 4 - 1 0 0- 1 - 8 9.00 12 Plate Offsets (X,Y)-- [2:0-1-13,0-1-8], [4:0-1-13,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.15 0.16 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.01 0.00 -0.00 (loc) 5 5 4 5 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 25 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=192/8-0-8, 4=194/8-0-8, 6=301/8-0-8 Max Horz 2=73(LC 5) Max Uplift2=-33(LC 6), 4=-34(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 10,2016 Job B16601884 Truss T01 Truss Type Hip Qty 1 Ply 1 5902 Job Reference (optional) I27963620 7.640 s Sep 29 2015 MiTek Industries, Inc. Mon Oct 10 09:09:01 2016 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:rM?I1UI1x2SEX1FYKvlw9az1oGn-Ck6SmuHyIcCVjZuE7g4Tk8TbrQCSeRp?c6BQFIyUsY0 Scale = 1:67.4 1 2 3 4 5 6 11 10 9 8 71213 5x6 5x6 3x6 4x6 3x8 3x4 4x6 2x4 4x8 2x4 4x8 0-10-8 0-10-8 8-2-4 7-3-12 12-4-12 4-2-8 13-6-12 1-2-0 19-8-8 6-1-12 20-7-0 0-10-8 4-0-0 4-0-0 8-2-4 4-2-4 12-4-12 4-2-8 16-7-0 4-2-4 20-7-0 4-0-0 0- 7 - 0 8- 7 - 6 8- 9 - 4 0- 7 - 0 8- 7 - 6 12.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [3:0-3-9,0-2-8], [4:0-3-4,0-2-0], [6:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.22 0.42 0.31 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.12 0.01 0.04 (loc) 10-11 10-11 7 7-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 104 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-10,4-10,4-8: 2x4 SPF No.2 WEDGE Left: 2x4 SPF-S Stud, Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 6-7. WEBS 1 Row at midpt 3-10, 4-8 REACTIONS.(lb/size)8=813/0-3-8, 11=607/0-3-8, 7=338/0-3-8 Max Horz 11=196(LC 5) Max Uplift8=-103(LC 7), 11=-23(LC 6), 7=-52(LC 7) Max Grav 8=813(LC 1), 11=612(LC 10), 7=343(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-425/116 BOT CHORD 10-11=-141/312 WEBS 4-10=-47/301, 2-11=-481/125, 4-8=-491/31 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 7 except (jt=lb) 8=103. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 10,2016 Job B16601884 Truss T02 Truss Type PIGGYBACK BASE Qty 3 Ply 1 5902 Job Reference (optional) I27963621 7.640 s Sep 29 2015 MiTek Industries, Inc. Mon Oct 10 09:09:02 2016 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:rM?I1UI1x2SEX1FYKvlw9az1oGn-gxgqzEIb3wKMKjTQhObiHL?fwqQbNmt8rmxzokyUsY? Scale = 1:88.2 1 2 3 4 5 6 7 8 9 19 18 17 16 15 14 13 12 11 10 20 5x8 6x10 4x6 5x6 5x12 3x6 2x4 3x4 3x6 4x8 2x4 4x6 3x6 6x10 4x10 3x6 6x6 4x8 3x4 0-10-8 0-10-8 1-2-0 0-3-8 3-2-0 2-0-0 12-1-11 8-11-11 19-5-0 7-3-5 26-11-5 7-6-5 34-0-0 7-0-11 39-3-8 5-3-8 1-2-0 1-2-0 3-2-0 2-0-0 7-7-13 4-5-13 12-1-11 4-5-13 19-5-0 7-3-5 26-11-5 7-6-5 34-0-0 7-0-11 39-3-8 5-3-8 0- 6 - 1 0 9- 7 - 1 4 10 - 7 - 1 4 1- 4 - 1 2 1- 0 - 0 2- 0 - 0 10 - 7 - 1 4 9.00 12 6.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [5:0-6-0,0-2-0], [7:0-6-0,0-1-4], [9:0-3-0,0-1-12], [15:0-3-0,0-2-12], [19:0-4-0,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.65 0.88 0.77 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.21 -0.53 0.18 0.07 (loc) 15-16 16-18 10 15-16 l/defl >999 >854 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 198 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-18,5-16,5-15,7-15,7-13,8-13: 2x4 SPF No.2 WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-14 oc purlins, except end verticals, and 2-0-0 oc purlins (3-6-8 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 1-19,18-19. 1 Row at midpt 6-15 WEBS 1 Row at midpt 7-13, 8-13 REACTIONS.(lb/size)19=1717/0-3-8, 10=1572/Mechanical Max Horz 19=-236(LC 4) Max Uplift19=-57(LC 6), 10=-38(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2442/133, 3-4=-2441/226, 4-5=-2067/238, 5-6=-1895/270, 6-7=-1887/270, 7-8=-1761/247, 8-9=-1887/180, 9-10=-1523/139 BOT CHORD 17-18=-221/1780, 16-17=-221/1780, 16-20=-151/1593, 15-20=-151/1593, 6-15=-505/215, 12-13=-56/1453, 11-12=-56/1453 WEBS 2-19=-1567/105, 2-18=-81/2128, 4-18=-118/274, 4-16=-284/162, 5-16=-3/525, 5-15=-184/542, 13-15=-24/1332, 7-15=-200/935, 9-11=-61/1414 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 10. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 10,2016 Job B16601884 Truss T03 Truss Type Piggyback Base Qty 1 Ply 1 5902 Job Reference (optional) I27963622 7.640 s Sep 29 2015 MiTek Industries, Inc. Mon Oct 10 09:09:02 2016 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:rM?I1UI1x2SEX1FYKvlw9az1oGn-gxgqzEIb3wKMKjTQhObiHL?e2qPBNmi8rmxzokyUsY? Scale = 1:87.4 1 2 3 4 5 6 7 17 16 15 14 13 12 11 10 9 8 18 5x8 6x8 4x6 3x6 2x4 3x4 3x6 5x12 2x4 3x6 6x10 5x8 3x6 6x6 5x6 3x4 3x6 0-10-8 0-10-8 6-1-11 5-3-3 12-1-11 6-0-0 19-5-0 7-3-5 26-11-5 7-6-5 34-0-0 7-0-11 39-3-8 5-3-8 6-1-11 6-1-11 12-1-11 6-0-0 19-5-0 7-3-5 26-11-5 7-6-5 34-0-0 7-0-11 39-3-8 5-3-8 0- 6 - 1 0 9- 7 - 1 4 10 - 7 - 1 4 1- 4 - 1 2 1- 0 - 0 10 - 7 - 1 4 9.00 12 Plate Offsets (X,Y)-- [1:0-2-14,0-0-10], [3:0-6-0,0-2-0], [5:0-4-4,0-1-8], [7:0-3-0,0-1-12], [13:0-3-12,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.71 0.90 0.78 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.20 -0.43 0.11 0.06 (loc) 13-14 13-14 8 13-14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 202 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-14,3-13,5-13,5-11,6-11: 2x4 SPF No.2 WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-9 oc purlins, except end verticals, and 2-0-0 oc purlins (3-9-5 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 4-13 WEBS 1 Row at midpt 6-11, 2-17 REACTIONS.(lb/size)8=1591/Mechanical, 17=1710/0-3-8 Max Horz 17=-236(LC 4) Max Uplift8=-38(LC 7), 17=-52(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-442/32, 2-3=-1952/249, 3-4=-1735/274, 4-5=-1728/274, 5-6=-1790/249, 6-7=-1913/181, 7-8=-1543/140 BOT CHORD 1-17=0/263, 16-17=-185/1598, 15-16=-185/1598, 14-15=-185/1598, 14-18=-138/1472, 13-18=-138/1472, 4-13=-503/215, 10-11=-57/1473, 9-10=-57/1473 WEBS 3-14=-5/419, 3-13=-171/514, 11-13=-18/1299, 5-13=-185/730, 5-11=-17/270, 2-17=-1807/159, 7-9=-63/1435 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 17. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 10,2016 Job B16601884 Truss T04 Truss Type Piggyback Base Qty 2 Ply 1 5902 Job Reference (optional) I27963623 7.640 s Sep 29 2015 MiTek Industries, Inc. Mon Oct 10 09:09:03 2016 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:rM?I1UI1x2SEX1FYKvlw9az1oGn-87ECAaIDqESDyt2dE57xqZYpnDlL6EkI4QgWKByUsY_ Scale = 1:88.3 1 2 3 4 5 6 7 8 18 17 16 15 14 13 12 11 10 9 19 5x8 6x8 3x6 3x6 2x4 3x4 3x6 5x12 2x4 3x6 6x10 6x8 5x12 2x4 5x6 5x6 3x6 3x6 0-10-8 0-10-8 6-1-11 5-3-3 12-1-11 6-0-0 19-5-0 7-3-5 26-11-5 7-6-5 34-0-0 7-0-11 39-6-8 5-6-8 40-5-0 0-10-8 6-1-11 6-1-11 12-1-11 6-0-0 19-5-0 7-3-5 26-11-5 7-6-5 34-0-0 7-0-11 40-5-0 6-5-0 0- 6 - 1 0 9- 7 - 1 4 10 - 7 - 1 4 0- 6 - 1 0 1- 0 - 0 10 - 7 - 1 4 9.00 12 Plate Offsets (X,Y)-- [1:0-2-14,0-0-10], [3:0-6-0,0-2-0], [5:0-4-4,0-1-8], [8:0-2-14,0-0-10], [14:0-4-0,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.71 0.91 0.73 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.21 -0.44 0.13 0.06 (loc) 14-15 14-15 9 4 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 207 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-15,3-14,5-14,5-12,7-12: 2x4 SPF No.2 WEDGE Left: 2x4 SPF-S Stud, Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-14 oc purlins, except 2-0-0 oc purlins (3-8-13 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 4-14 WEBS 1 Row at midpt 7-12, 2-18, 7-9 REACTIONS.(lb/size)18=1727/0-3-8, 9=1676/0-3-8 Max Horz 18=-238(LC 4) Max Uplift18=-51(LC 6), 9=-61(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-446/33, 2-3=-1978/250, 3-4=-1769/276, 4-5=-1762/276, 5-6=-1708/254, 6-7=-1845/208, 7-8=-414/35 BOT CHORD 1-18=0/266, 17-18=-169/1616, 16-17=-169/1616, 15-16=-169/1616, 15-19=-121/1493, 14-19=-121/1493, 4-14=-503/215, 11-12=-62/1584, 10-11=-62/1584, 9-10=-62/1584 WEBS 3-15=-5/418, 3-14=-171/534, 12-14=-1/1343, 5-14=-184/718, 5-12=-24/303, 7-12=-278/168, 2-18=-1828/160, 7-9=-1809/160 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 9. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 10,2016 Job B16601884 Truss T05 Truss Type Hip Qty 1 Ply 1 5902 Job Reference (optional) I27963624 7.640 s Sep 29 2015 MiTek Industries, Inc. Mon Oct 10 09:09:04 2016 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:rM?I1UI1x2SEX1FYKvlw9az1oGn-cJoaOwJrbXa4a1dpopeAMm5zsd9EribRJ4Q4rdyUsXz Scale = 1:85.3 12 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 23 24 5x8 3x6 3x6 5x6 5x8 3x6 2x4 3x6 3x6 4x8 3x6 3x8 3x6 8x16 5x12 3x6 4x8 4x8 4x6 5x6 0-10-8 0-10-8 1-2-0 0-3-8 3-2-0 2-0-0 10-2-8 7-0-8 19-5-0 9-2-8 28-10-8 9-5-8 39-3-8 10-5-0 1-2-0 1-2-0 3-2-0 2-0-0 10-2-8 7-0-8 14-9-12 4-7-4 19-5-0 4-7-4 24-1-12 4-8-12 28-10-8 4-8-12 33-11-4 5-0-12 39-3-8 5-4-4 0- 6 - 1 0 8- 0 - 6 9- 2 - 8 1- 4 - 1 2 1- 0 - 0 2- 0 - 0 9- 0 - 6 9.00 12 6.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [4:0-4-0,0-1-6], [9:0-3-3,Edge], [13:0-5-8,0-2-4], [20:0-4-0,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.81 0.67 0.70 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.37 -0.77 0.20 0.10 (loc) 16-17 16-17 12 16-17 l/defl >999 >592 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 192 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 16-18,12-14: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 2-19,13-16,8-13,9-13: 2x4 SPF No.2 WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-8-2 max.): 4-9. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-17, 8-13, 10-12 REACTIONS.(lb/size)20=1724/0-3-8, 12=1643/Mechanical Max Horz 20=-200(LC 4) Max Uplift20=-47(LC 6), 12=-34(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2487/236, 3-4=-2294/206, 4-5=-1721/214, 5-6=-2363/275, 6-7=-2347/277, 7-8=-2347/277, 8-9=-1426/224, 9-10=-1875/237, 10-11=-351/85, 11-12=-303/75 BOT CHORD 19-20=-318/184, 18-19=-359/2014, 17-18=-359/2014, 17-21=-248/2147, 21-22=-248/2147, 16-22=-248/2147, 6-16=-275/109, 13-23=-73/1445, 23-24=-73/1445, 12-24=-73/1445 WEBS 2-20=-1489/116, 2-19=-204/2267, 3-17=-288/212, 4-17=-9/976, 5-17=-811/223, 5-16=-57/422, 13-16=-159/1982, 8-16=-107/760, 8-13=-1085/247, 9-13=-51/798, 10-12=-1727/138 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 12. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 10,2016 Job B16601884 Truss T06 Truss Type Hip Qty 1 Ply 1 5902 Job Reference (optional) I27963625 7.640 s Sep 29 2015 MiTek Industries, Inc. Mon Oct 10 09:09:05 2016 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:rM?I1UI1x2SEX1FYKvlw9az1oGn-4VLzbGKTMrixBBB?MW9Pv_d9Z1SOa7HbXk9dN3yUsXy Scale = 1:87.8 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 21 22 23 3x6 5x6 5x8 4x8 5x6 5x12 3x8 4x6 3x4 3x6 4x8 2x4 4x6 3x8 6x10 5x12 5x6 6x6 3x4 5x6 0-10-8 0-10-8 1-2-0 0-3-8 3-2-0 2-0-0 12-10-8 9-8-8 19-5-0 6-6-8 26-2-8 6-9-8 32-6-0 6-3-8 39-3-8 6-9-8 1-2-0 1-2-0 3-2-0 2-0-0 8-0-4 4-10-4 12-10-8 4-10-4 19-5-0 6-6-8 26-2-8 6-9-8 32-6-0 6-3-8 39-3-8 6-9-8 0- 6 - 1 0 10 - 0 - 6 11 - 2 - 8 1- 4 - 1 2 1- 0 - 0 2- 0 - 0 11 - 0 - 6 9.00 12 6.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [6:0-3-3,Edge], [8:0-4-0,0-1-6], [9:0-3-0,0-3-0], [10:0-3-0,0-1-12], [16:0-6-12,0-4-0], [20:0-4-0,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.75 0.87 0.80 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.24 -0.63 0.18 0.07 (loc) 17-19 17-19 11 16-17 l/defl >999 >726 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 203 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 16-18: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 2-19,6-17,7-17,8-16,8-13,9-13: 2x4 SPF No.2 WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-10 oc purlins, except end verticals, and 2-0-0 oc purlins (3-9-1 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 1-20,19-20. 1 Row at midpt 7-16 WEBS 1 Row at midpt 7-17, 8-13, 9-13 REACTIONS.(lb/size)20=1797/0-3-8, 11=1676/Mechanical Max Horz 20=-247(LC 4) Max Uplift20=-61(LC 6), 11=-41(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2615/125, 3-4=-2617/212, 4-5=-2485/230, 5-6=-2126/239, 6-7=-1624/227, 7-8=-1949/267, 8-9=-1822/263, 9-10=-2076/186, 10-11=-1614/149 BOT CHORD 19-20=-257/241, 19-21=-205/1844, 18-21=-205/1844, 17-18=-205/1844, 17-22=-127/1949, 16-22=-125/1955, 13-23=-36/1575, 12-23=-36/1575 WEBS 2-20=-1679/100, 2-19=-81/2292, 5-19=-129/325, 5-17=-307/174, 6-17=-38/909, 7-17=-624/174, 13-16=-18/1415, 8-16=-187/985, 9-13=-311/161, 10-12=-20/1455 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 11. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 10,2016 Job B16601884 Truss T07 Truss Type Common Qty 3 Ply 1 5902 Job Reference (optional) I27963626 7.640 s Sep 29 2015 MiTek Industries, Inc. Mon Oct 10 09:09:05 2016 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:rM?I1UI1x2SEX1FYKvlw9az1oGn-4VLzbGKTMrixBBB?MW9Pv_dCC1b_aHgbXk9dN3yUsXy Scale: 3/16"=1' 1 2 3 4 5 8 7 6 4x6 3x8 3x6 2x4 3x6 2x4 3x8 3x8 1-2-8 1-2-8 1-4-4 0-1-12 7-5-8 6-1-4 13-6-12 6-1-4 13-8-8 0-1-12 14-11-0 1-2-8 1-4-4 1-4-4 7-5-8 6-1-4 13-6-12 6-1-4 14-11-0 1-4-4 0- 7 - 0 8- 0 - 8 0- 7 - 0 12.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [5:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.52 0.26 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.06 0.00 0.00 (loc) 7-8 7-8 6 7-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 64 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud, Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=597/0-3-8, 8=597/0-3-8 Max Horz 8=-179(LC 4) Max Uplift6=-39(LC 7), 8=-39(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-431/89, 3-4=-431/89 WEBS 4-6=-500/156, 2-8=-500/156 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 8. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 10,2016 Job B16601884 Truss T08 Truss Type PIGGYBACK BASE Qty 4 Ply 1 5902 Job Reference (optional) I27963627 7.640 s Sep 29 2015 MiTek Industries, Inc. Mon Oct 10 09:09:06 2016 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:rM?I1UI1x2SEX1FYKvlw9az1oGn-YivLpcL579qopLmBwEgeRBAMlRsEJaIkmOvBwWyUsXx Scale = 1:83.2 1 2 3 4 5 6 7 8 18 17 16 15 14 13 12 11 10 9 19 4x6 5x8 5x8 4x6 3x4 6x8 2x4 3x4 3x6 3x6 6x6 3x6 3x4 6x8 3x4 3x6 6x6 3x4 5-9-5 5-9-5 11-3-3 5-5-13 13-8-0 2-4-13 19-10-7 6-2-7 26-0-13 6-2-7 33-1-8 7-0-11 38-8-0 5-6-8 5-9-5 5-9-5 11-3-3 5-5-13 13-8-0 2-4-13 19-10-7 6-2-7 26-0-13 6-2-7 33-1-8 7-0-11 38-8-0 5-6-8 1- 2 - 8 9- 7 - 1 4 10 - 7 - 1 4 1- 2 - 8 1- 0 - 0 10 - 7 - 1 4 9.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-8], [3:0-6-0,0-2-0], [6:0-5-12,0-1-12], [8:0-3-0,0-1-12], [15:0-2-8,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.60 0.58 0.81 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.15 -0.27 0.09 0.06 (loc) 11-13 11-13 9 4 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 220 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-16,3-15,5-15,5-13,6-13,6-11,7-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-11 oc purlins, except end verticals, and 2-0-0 oc purlins (4-4-12 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 4-15 WEBS 1 Row at midpt 5-15, 5-13, 7-11 REACTIONS.(lb/size)18=1591/Mechanical, 9=1628/Mechanical Max Horz 18=-249(LC 4) Max Uplift18=-30(LC 6), 9=-39(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1989/186, 2-3=-1832/256, 3-4=-1529/259, 4-5=-1528/260, 5-6=-1558/272, 6-7=-1867/253, 7-8=-2040/185, 1-18=-1533/146, 8-9=-1573/141 BOT CHORD 17-18=-225/270, 16-17=-175/1518, 15-16=-136/1377, 4-15=-266/123, 13-19=-16/1388, 12-19=-16/1388, 11-12=-16/1388, 10-11=-61/1570 WEBS 3-16=-36/315, 3-15=-180/659, 13-15=-113/1447, 5-13=-417/238, 6-13=-167/438, 6-11=-11/392, 1-17=-38/1400, 8-10=-57/1483 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 9. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 10,2016 Job B16601884 Truss T09 Truss Type Piggyback Base Qty 1 Ply 1 5902 Job Reference (optional) I27963628 7.640 s Sep 29 2015 MiTek Industries, Inc. Mon Oct 10 09:09:06 2016 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:rM?I1UI1x2SEX1FYKvlw9az1oGn-YivLpcL579qopLmBwEgeRBALURrCJaVkmOvBwWyUsXx Scale = 1:85.4 1 2 3 4 5 6 7 8 18 17 16 15 14 13 12 11 10 9 19 4x6 8x8 8x10 10x10 4x6 3x4 6x8 3x6 3x6 3x6 3x6 6x6 3x6 6x8 3x6 3x6 6x6 3x4 5-9-5 5-9-5 11-3-3 5-5-13 13-8-0 2-4-13 20-8-0 7-0-0 26-4-11 5-8-11 32-4-9 5-11-15 38-8-0 6-3-7 5-9-5 5-9-5 11-3-3 5-5-13 13-8-0 2-4-13 20-8-0 7-0-0 20-11-13 0-3-13 26-4-11 5-4-13 32-4-9 5-11-15 38-8-0 6-3-7 1- 2 - 8 9- 7 - 1 4 9- 2 - 1 4 10 - 7 - 1 4 1- 2 - 8 1- 0 - 0 10 - 7 - 1 4 9.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-8], [3:0-4-0,0-1-6], [6:0-7-3,Edge], [8:Edge,0-1-8], [15:0-2-12,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.68 0.64 0.80 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.12 -0.27 0.09 0.05 (loc) 11-13 13-14 9 4 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 254 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-5: 2x10 SP No.1, 5-6: 2x8 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-16,3-15,5-15,6-13,6-11,5-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-2 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 4-15 WEBS 1 Row at midpt 5-15, 5-13 REACTIONS.(lb/size)18=1583/Mechanical, 9=1622/Mechanical Max Horz 18=-246(LC 4) Max Uplift18=-53(LC 7), 9=-106(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1976/186, 2-3=-1828/257, 3-4=-1548/260, 4-5=-1547/257, 5-6=-1591/269, 6-7=-1859/262, 7-8=-2044/189, 1-18=-1524/146, 8-9=-1557/149 BOT CHORD 17-18=-212/273, 16-17=-169/1508, 15-16=-134/1385, 4-15=-272/110, 12-13=-18/1405, 12-19=-18/1405, 11-19=-18/1405, 10-11=-49/1556 WEBS 3-16=-38/288, 3-15=-88/683, 13-15=-114/1459, 6-13=-158/377, 6-11=-28/368, 1-17=-38/1388, 8-10=-29/1411, 5-13=-361/239 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18 except (jt=lb) 9=106. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 10,2016 Job B16601884 Truss T10 Truss Type Piggyback Base Qty 1 Ply 1 5902 Job Reference (optional) I27963629 7.640 s Sep 29 2015 MiTek Industries, Inc. Mon Oct 10 09:09:07 2016 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:rM?I1UI1x2SEX1FYKvlw9az1oGn-1uTj0yLjuSyfRULOTxBt_PjVPr8i20ct?2ekSyyUsXw Scale = 1:87.3 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 19 20 4x6 6x6 5x6 5x6 3x6 3x4 6x8 2x4 3x4 3x6 3x6 6x6 3x6 5x6 6x8 3x8 4x6 4x6 5-9-5 5-9-5 11-3-3 5-5-13 13-8-0 2-4-13 20-8-0 7-0-0 29-0-11 8-4-11 38-8-0 9-7-5 5-9-5 5-9-5 11-3-3 5-5-13 13-8-0 2-4-13 20-8-0 7-0-0 23-7-13 2-11-13 29-0-11 5-4-13 34-0-0 4-11-5 38-8-0 4-8-0 1- 2 - 8 9- 7 - 1 4 7- 2 - 1 4 10 - 7 - 1 4 1- 2 - 8 1- 0 - 0 10 - 7 - 1 4 9.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-8], [3:0-3-12,0-1-12], [5:0-4-0,0-2-0], [6:0-3-0,0-1-13], [7:0-3-3,Edge], [15:0-2-12,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.73 0.88 0.81 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.33 -0.54 0.11 0.07 (loc) 11-13 11-13 10 11-13 l/defl >999 >858 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 217 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-16,3-15,5-15,5-13,6-13,6-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-5 oc purlins, except end verticals, and 2-0-0 oc purlins (4-0-15 max.): 3-5, 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 4-15 WEBS 1 Row at midpt 5-15, 6-13, 6-11, 8-10 REACTIONS.(lb/size)18=1595/Mechanical, 10=1638/Mechanical Max Horz 18=-249(LC 4) Max Uplift18=-30(LC 6), 10=-70(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1993/185, 2-3=-1845/257, 3-4=-1544/260, 4-5=-1546/262, 5-6=-2047/303, 6-7=-1514/219, 7-8=-1989/228, 8-9=-280/59, 1-18=-1536/145 BOT CHORD 17-18=-224/272, 16-17=-158/1522, 15-16=-117/1379, 4-15=-357/163, 13-19=-41/1899, 12-19=-41/1899, 12-20=-41/1899, 11-20=-41/1899, 10-11=-84/1507 WEBS 3-16=-42/301, 3-15=-159/714, 13-15=-74/1475, 5-13=-100/959, 6-13=-952/198, 6-11=-676/107, 7-11=-31/803, 1-17=-38/1404, 8-10=-1881/161 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 10. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 10,2016 Job B16601884 Truss T11 Truss Type PIGGYBACK BASE Qty 3 Ply 1 5902 Job Reference (optional) I27963630 7.640 s Sep 29 2015 MiTek Industries, Inc. Mon Oct 10 09:09:07 2016 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:rM?I1UI1x2SEX1FYKvlw9az1oGn-1uTj0yLjuSyfRULOTxBt_PjZCrHe250t?2ekSyyUsXw Scale = 1:86.8 1 2 3 4 5 6 13 12 11 10 9 8 7 4x6 4x8 3x6 3x4 2x4 3x4 2x4 3x6 4x6 3x6 4x8 6x8 4x8 5-9-5 5-9-5 11-3-3 5-5-13 13-8-0 2-4-13 20-8-0 7-0-0 22-0-8 1-4-8 5-9-5 5-9-5 11-3-3 5-5-13 13-8-0 2-4-13 20-8-0 7-0-0 22-0-8 1-4-8 1- 2 - 8 9- 7 - 1 4 10 - 7 - 1 4 9- 7 - 8 1- 0 - 0 10 - 7 - 1 4 9.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-12], [3:0-6-0,0-2-0], [5:0-6-0,0-2-0], [10:0-2-4,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.49 0.31 0.46 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.07 -0.18 0.02 0.02 (loc) 8-9 8-9 7 4 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 156 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-12,2-11,8-10,1-13,1-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-2 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 4-10 WEBS 1 Row at midpt 3-10, 5-8, 6-7 REACTIONS.(lb/size)13=870/0-3-8, 7=870/Mechanical Max Horz 13=253(LC 6) Max Uplift7=-85(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1018/48, 2-3=-755/103, 3-4=-492/112, 4-5=-496/114, 1-13=-816/44, 6-7=-887/81 BOT CHORD 12-13=-266/113, 11-12=-184/744, 10-11=-93/516, 4-10=-373/161 WEBS 2-11=-317/142, 3-11=-41/346, 5-10=-127/650, 5-8=-728/185, 1-12=0/641, 6-8=-83/838 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 10,2016 Job B16601884 Truss T12 Truss Type Hip Qty 1 Ply 1 5902 Job Reference (optional) I27963631 7.640 s Sep 29 2015 MiTek Industries, Inc. Mon Oct 10 09:09:08 2016 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:rM?I1UI1x2SEX1FYKvlw9az1oGn-V415EIMLfm4W2ewa1ei6XcFeaEYXna?1DiOH_OyUsXv Scale = 1:56.6 1 2 3 4 5 6 11 10 9 8 712 4x10 4x8 3x4 3x6 3x6 6x6 2x4 5x6 3x8 7-2-0 7-2-0 15-2-0 8-0-0 22-0-0 6-10-0 -0-10-8 0-10-8 7-2-0 7-2-0 15-2-0 8-0-0 22-0-0 6-10-0 23-2-8 1-2-8 2- 3 - 1 0 7- 6 - 0 7- 8 - 2 2- 6 - 1 0 7- 6 - 0 9.00 12 Plate Offsets (X,Y)-- [3:0-5-0,0-0-10], [4:0-4-0,0-1-6], [5:0-3-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.90 0.52 0.35 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.15 -0.28 0.01 0.01 (loc) 8-10 8-10 7 8-10 l/defl >999 >932 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 100 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-14 oc purlins, except end verticals, and 2-0-0 oc purlins (5-7-6 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-8 REACTIONS.(lb/size)11=1021/0-3-8, 7=1014/0-3-8 Max Horz 11=-198(LC 4) Max Uplift11=-49(LC 6), 7=-56(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-997/131, 3-4=-646/158, 4-5=-923/133, 2-11=-976/132, 5-7=-968/140 BOT CHORD 9-10=-99/698, 9-12=-99/698, 8-12=-99/698 WEBS 2-10=-60/637, 5-8=-53/620 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 7. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 10,2016 Job B16601884 Truss T16 Truss Type Piggyback Base Qty 1 Ply 1 5902 Job Reference (optional) I27963632 7.640 s Sep 29 2015 MiTek Industries, Inc. Mon Oct 10 09:09:08 2016 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:rM?I1UI1x2SEX1FYKvlw9az1oGn-V415EIMLfm4W2ewa1ei6XcFikETlnYQ1DiOH_OyUsXv Scale = 1:79.4 1 2 3 4 5 10 9 8 7 6 11 12 5x6 5x6 2x4 3x6 3x4 5x12 3x4 2x4 3x8 3x4 6-7-4 6-7-4 11-3-3 4-7-15 20-8-0 9-4-13 6-7-4 6-7-4 11-3-3 4-7-15 15-11-9 4-8-6 20-8-0 4-8-7 1- 2 - 8 9- 7 - 1 4 10 - 7 - 1 4 1- 0 - 0 9.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-12], [3:0-3-12,0-1-12], [9:0-4-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.63 0.89 0.45 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.36 -0.67 0.02 0.02 (loc) 6-7 6-7 6 2 l/defl >673 >365 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 128 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-8: 2x4 SPF-S Stud WEBS 2x4 SPF No.2 *Except* 7-9,1-10,1-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-6 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-6, 3-7, 4-6 REACTIONS.(lb/size)6=984/0-3-8, 10=864/0-3-8 Max Horz 10=274(LC 6) Max Uplift6=-69(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-995/25, 2-3=-972/184, 3-4=-486/79, 1-10=-794/34 BOT CHORD 9-10=-298/172, 2-9=-374/235, 7-11=-62/320, 11-12=-62/320, 6-12=-62/320 WEBS 7-9=-39/541, 3-9=-234/480, 4-7=-54/413, 4-6=-760/159, 1-9=0/542 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 10,2016 Job B16601884 Truss T17 Truss Type Piggyback Base Qty 1 Ply 1 5902 Job Reference (optional) I27963633 7.640 s Sep 29 2015 MiTek Industries, Inc. Mon Oct 10 09:09:09 2016 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:rM?I1UI1x2SEX1FYKvlw9az1oGn-zHbTRdN_Q4CMgoVmbMEL3qooFep_W?hASM7rWryUsXu Scale = 1:79.4 1 2 3 4 5 6 11 10 9 8 7 12 13 5x6 2x4 3x6 3x4 5x12 2x4 2x4 3x8 3x4 6x6 6-7-4 6-7-4 11-3-3 4-7-15 20-8-0 9-4-13 -0-10-8 0-10-8 6-7-4 6-7-4 11-3-3 4-7-15 15-11-9 4-8-7 20-8-0 4-8-7 1- 2 - 8 9- 7 - 1 4 10 - 7 - 1 4 1- 0 - 0 9.00 12 Plate Offsets (X,Y)-- [4:0-3-12,0-1-12], [10:0-4-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.90 0.89 0.45 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.36 -0.67 0.02 0.02 (loc) 7-8 7-8 7 3 l/defl >673 >365 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 129 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-9: 2x4 SPF-S Stud WEBS 2x4 SPF No.2 *Except* 8-10,2-11,2-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-7 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-7, 4-8, 5-7 REACTIONS.(lb/size)7=982/0-3-8, 11=926/0-3-8 Max Horz 11=307(LC 6) Max Uplift7=-69(LC 6), 11=-16(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-994/28, 3-4=-961/181, 4-5=-485/79, 2-11=-856/67 BOT CHORD 10-11=-346/224, 3-10=-353/224, 8-12=-62/319, 12-13=-62/319, 7-13=-62/319 WEBS 8-10=-41/544, 4-10=-231/468, 5-8=-55/412, 5-7=-758/159, 2-10=0/481 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 11. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 10,2016 Job B16601884 Truss T18 Truss Type PIGGYBACK BASE Qty 3 Ply 1 5902 Job Reference (optional) I27963634 7.640 s Sep 29 2015 MiTek Industries, Inc. Mon Oct 10 09:09:09 2016 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:rM?I1UI1x2SEX1FYKvlw9az1oGn-zHbTRdN_Q4CMgoVmbMEL3qoyGer1W_xASM7rWryUsXu Scale = 1:79.4 12 3 4 5 6 7 13 12 11 10 9 8 14 15 5x6 2x4 3x6 2x4 5x6 5x12 2x4 2x4 3x6 3x8 3x4 3x6 2-3-8 2-3-8 6-7-0 4-3-8 11-3-3 4-8-3 20-5-0 9-1-13 -0-10-8 0-10-8 2-3-8 2-3-8 6-7-0 4-3-8 11-3-3 4-8-3 15-10-1 4-6-15 20-5-0 4-6-15 1- 2 - 8 9- 7 - 1 4 10 - 7 - 1 4 1- 0 - 0 2- 0 - 0 9.00 12 6.00 12 Plate Offsets (X,Y)-- [5:0-3-12,0-1-12], [11:0-3-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.26 0.76 0.56 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.33 -0.61 0.06 0.04 (loc) 8-9 8-9 8 4 l/defl >729 >395 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 130 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 4-10: 2x4 SPF-S Stud WEBS 2x4 SPF No.2 *Except* 3-12,3-11,9-11,2-13,2-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-10 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 7-8, 5-9, 6-8 REACTIONS.(lb/size)8=968/Mechanical, 13=914/0-3-8 Max Horz 13=308(LC 6) Max Uplift8=-71(LC 6), 13=-14(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1333/211, 3-4=-1076/84, 4-5=-1094/216, 5-6=-471/79, 2-13=-892/169 BOT CHORD 12-13=-319/38, 11-12=-380/1030, 4-11=-292/181, 9-14=-60/307, 14-15=-60/307, 8-15=-60/307 WEBS 9-11=-78/532, 5-11=-274/689, 6-9=-60/416, 6-8=-748/159, 2-12=-109/1025 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 13. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 10,2016 Job B16601884 Truss T19 Truss Type Hip Qty 1 Ply 1 5902 Job Reference (optional) I27963635 7.640 s Sep 29 2015 MiTek Industries, Inc. Mon Oct 10 09:09:10 2016 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:rM?I1UI1x2SEX1FYKvlw9az1oGn-RT9sezOcBNKDIy4z93lac1L4K2HTFOoKh?tO3HyUsXt Scale = 1:91.6 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 3x6 6x8 4x8 3x6 2x4 5x6 5x12 2x4 3x4 2x4 3x6 3x6 3x12 3x6 2-3-8 2-3-8 6-7-0 4-3-8 13-3-9 6-8-9 18-7-9 5-4-0 20-5-0 1-9-7 -0-10-8 0-10-8 2-3-8 2-3-8 6-7-0 4-3-8 13-3-9 6-8-9 18-7-9 5-4-0 20-5-0 1-9-7 1- 2 - 8 11 - 0 - 1 12 - 2 - 3 10 - 1 0 - 2 1- 0 - 0 2- 0 - 0 12 - 0 - 1 9.00 12 6.00 12 Plate Offsets (X,Y)-- [6:0-1-6,0-3-0], [7:0-4-0,0-1-6], [13:0-3-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.49 0.37 0.71 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.07 -0.17 0.06 0.04 (loc) 10-11 11-12 9 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 152 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 5-12: 2x4 SPF-S Stud WEBS 2x4 SPF No.2 *Except* 3-14,3-13,11-13,2-15,2-14: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-2 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 9-4-6 oc bracing. WEBS 1 Row at midpt 6-10, 7-10, 8-9 REACTIONS.(lb/size)15=906/0-3-8, 9=912/Mechanical Max Horz 15=327(LC 6) Max Uplift15=-12(LC 6), 9=-92(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1312/206, 3-4=-1066/59, 4-5=-927/79, 5-6=-1135/259, 2-15=-888/171, 8-9=-932/121 BOT CHORD 14-15=-344/72, 13-14=-400/1006, 5-13=-371/234, 11-16=-63/372, 10-16=-63/372 WEBS 11-13=-69/378, 6-13=-314/785, 6-10=-600/119, 2-14=-103/996, 8-10=-96/838 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) The Fabrication Tolerance at joint 6 = 8% 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Bearing at joint(s) 15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 9. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 10,2016 Job B16601884 Truss T20 Truss Type Half Hip Qty 1 Ply 1 5902 Job Reference (optional) I27963636 7.640 s Sep 29 2015 MiTek Industries, Inc. Mon Oct 10 09:09:10 2016 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:rM?I1UI1x2SEX1FYKvlw9az1oGn-RT9sezOcBNKDIy4z93lac1L7W2CdFR3Kh?tO3HyUsXt Scale = 1:72.7 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 2x4 3x6 2x4 5x6 6x8 2x4 2x4 3x6 5x8 3x8 3x4 3x6 2-3-8 2-3-8 6-7-0 4-3-8 10-7-9 4-0-9 20-5-0 9-9-7 -0-10-8 0-10-8 2-3-8 2-3-8 6-7-0 4-3-8 10-7-9 4-0-9 15-4-9 4-8-15 20-5-0 5-0-7 1- 2 - 8 9- 0 - 1 10 - 2 - 3 10 - 0 - 1 1- 0 - 0 2- 0 - 0 9.00 12 6.00 12 Plate Offsets (X,Y)-- [5:0-1-6,0-2-8], [11:0-2-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.29 0.68 0.57 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.36 -0.68 0.06 0.04 (loc) 8-9 8-9 8 4 l/defl >678 >357 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 124 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 4-10: 2x4 SPF-S Stud, 8-10: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 7-8,5-9,6-9,6-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-2 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 7-8, 5-9, 6-8 REACTIONS.(lb/size)8=974/Mechanical, 13=923/0-3-8 Max Horz 13=288(LC 6) Max Uplift8=-84(LC 7), 13=-20(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1349/212, 3-4=-1089/94, 4-5=-1076/206, 5-6=-522/82, 2-13=-900/169 BOT CHORD 12-13=-297/39, 11-12=-360/1044, 9-14=-68/353, 14-15=-68/353, 8-15=-68/353 WEBS 9-11=-71/608, 5-11=-263/652, 6-9=-43/369, 6-8=-751/155, 2-12=-112/1040 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 13. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 10,2016 Job B16601884 Truss T21 Truss Type Half Hip Qty 1 Ply 1 5902 Job Reference (optional) I27963637 7.640 s Sep 29 2015 MiTek Industries, Inc. Mon Oct 10 09:09:10 2016 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:rM?I1UI1x2SEX1FYKvlw9az1oGn-RT9sezOcBNKDIy4z93lac1L4b2FrFLvKh?tO3HyUsXt Scale = 1:59.9 1 2 3 4 5 6 13 12 11 10 9 8 7 14 4x8 2x4 2x4 5x6 4x8 3x6 2x4 3x6 4x8 3x6 3x6 2-3-8 2-3-8 6-7-0 4-3-8 7-11-9 1-4-9 14-0-9 6-0-15 20-5-0 6-4-7 -0-10-8 0-10-8 2-3-8 2-3-8 6-7-0 4-3-8 7-11-9 1-4-9 14-0-9 6-0-15 20-5-0 6-4-7 1- 2 - 8 7- 0 - 1 8- 2 - 3 8- 0 - 1 1- 0 - 0 9.00 12 6.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-1-6], [11:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.48 0.47 0.90 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.07 -0.15 0.06 0.03 (loc) 7-8 11-12 7 11-12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 109 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-11,6-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-6 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-13. WEBS 1 Row at midpt 6-7 REACTIONS.(lb/size)7=925/Mechanical, 13=892/0-3-8 Max Horz 13=227(LC 6) Max Uplift7=-75(LC 7), 13=-22(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1335/203, 3-4=-994/105, 4-5=-708/127, 5-6=-518/66, 6-7=-783/131, 2-13=-866/149 BOT CHORD 11-12=-309/1050 WEBS 3-11=-349/216, 4-11=0/304, 5-11=-86/252, 5-8=-603/192, 6-8=-104/807, 2-12=-124/1069, 8-11=-72/532 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 13. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 10,2016 Job B16601884 Truss T22 Truss Type Half Hip Qty 1 Ply 1 5902 Job Reference (optional) I27963638 7.640 s Sep 29 2015 MiTek Industries, Inc. Mon Oct 10 09:09:11 2016 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:rM?I1UI1x2SEX1FYKvlw9az1oGn-vfjEsJPEyhS4v6f9inGp8FtGuScj_nyTwfcxbjyUsXs Scale = 1:78.0 2 3 4 5 7 6 1 8x8 6x6 3x4 4x10 5x8 2x4 5-0-15 5-0-15 10-2-11 5-1-12 15-4-7 5-1-12 16-4-8 1-0-1 5-0-15 5-0-15 10-2-11 5-1-12 15-4-7 5-1-12 16-4-8 1-0-1 0- 8 - 1 5 12 - 1 - 2 12 - 3 - 4 8- 6 - 1 3- 7 - 1 9.00 12 Plate Offsets (X,Y)-- [3:0-3-0,Edge], [4:0-3-3,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.44 0.43 0.98 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.15 -0.38 0.27 0.15 (loc) 2 2-7 6 2 l/defl >999 >503 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 99 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-3: 2x10 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-6, 4-6 REACTIONS.(lb/size)6=652/Mechanical, 1=649/0-3-8 Max Horz 1=305(LC 5) Max Uplift6=-116(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-349/156, 2-3=-605/73 BOT CHORD 2-7=-103/619, 6-7=-100/624 WEBS 3-7=0/266, 3-6=-750/202 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=116. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 10,2016 Job B16601884 Truss T23 Truss Type Roof Special Qty 3 Ply 1 5902 Job Reference (optional) I27963639 7.640 s Sep 29 2015 MiTek Industries, Inc. Mon Oct 10 09:09:11 2016 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:rM?I1UI1x2SEX1FYKvlw9az1oGn-vfjEsJPEyhS4v6f9inGp8FtFCSd1_xBTwfcxbjyUsXs Scale = 1:80.6 2 3 4 6 5 1 8x8 2x4 3x6 5x8 2x4 5-0-15 5-0-15 10-6-15 5-6-1 16-4-8 5-9-9 5-0-15 5-0-15 10-6-15 5-6-1 16-4-8 5-9-9 0- 8 - 1 5 13 - 0 - 5 9- 5 - 4 3- 7 - 1 9.00 12 Plate Offsets (X,Y)-- [3:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.49 0.34 0.32 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.16 -0.40 0.28 0.18 (loc) 2 2-6 5 2 l/defl >999 >478 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 96 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-3: 2x10 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-5: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-5, 3-5 REACTIONS.(lb/size)5=647/Mechanical, 1=661/0-3-8 Max Horz 1=382(LC 6) Max Uplift5=-200(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-366/0, 2-3=-600/0 BOT CHORD 2-6=-190/606, 5-6=-188/611 WEBS 3-6=0/269, 3-5=-766/235 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=200. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 10,2016 Job B16601884 Truss T24 Truss Type ROOF SPECIAL Qty 5 Ply 1 5902 Job Reference (optional) I27963640 7.640 s Sep 29 2015 MiTek Industries, Inc. Mon Oct 10 09:09:12 2016 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:rM?I1UI1x2SEX1FYKvlw9az1oGn-NsGc3fPsj?axXGELGUn2hSQUsswGjMEc8JMV79yUsXr Scale = 1:68.3 1 2 3 4 5 6 10 9 8 7 4x8 3x4 3x6 4x8 3x4 3x6 3x6 2x4 3x6 6-0-2 6-0-2 11-8-11 5-8-10 18-0-8 6-3-13 -0-10-8 0-10-8 6-0-2 6-0-2 11-8-11 5-8-10 18-0-8 6-3-13 0- 9 - 8 4- 8 - 6 9- 5 - 4 4.00 12 9.00 12 Plate Offsets (X,Y)-- [2:0-5-9,0-0-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix-S) 0.24 0.54 0.46 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.14 0.04 0.04 (loc) 8-10 8-10 7 8-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 76 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 6-7: 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 6-7, 5-7 REACTIONS.(lb/size)7=715/Mechanical, 2=770/0-3-8 Max Horz 2=275(LC 6) Max Uplift7=-131(LC 6), 2=-88(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-318/0, 3-4=-1275/89, 4-5=-808/0 BOT CHORD 2-10=-226/1176, 9-10=-226/1176, 8-9=-226/1176, 7-8=-103/708 WEBS 4-8=-501/175, 5-8=0/418, 5-7=-854/122 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 7=131. 6) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 10,2016 Job B16601884 Truss T25 Truss Type Hip Qty 1 Ply 1 5902 Job Reference (optional) I27963641 7.640 s Sep 29 2015 MiTek Industries, Inc. Mon Oct 10 09:09:12 2016 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:rM?I1UI1x2SEX1FYKvlw9az1oGn-NsGc3fPsj?axXGELGUn2hSQQgsy5jOTc8JMV79yUsXr Scale = 1:52.8 1 2 3 4 5 6 11 10 9 8 712 5x6 4x8 3x6 3x6 2x4 4x6 4x10 3x6 2x4 4x8 4x8 0-10-8 0-10-8 1-0-4 0-1-12 6-8-4 5-8-0 13-8-8 7-0-4 13-10-12 0-2-4 19-6-12 5-8-0 19-8-8 0-1-12 20-7-0 0-10-8 1-0-4 1-0-4 6-8-4 5-8-0 13-10-12 7-2-8 19-6-12 5-8-0 20-7-0 1-0-4 0- 7 - 0 7- 1 - 6 7- 3 - 4 0- 7 - 0 7- 1 - 6 12.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [3:0-3-9,0-2-8], [4:0-4-12,0-1-8], [6:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.50 0.42 0.38 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.07 -0.16 0.01 0.03 (loc) 8-10 8-10 7 7-8 l/defl >999 >976 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 91 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-8: 2x4 SPF No.2 WEDGE Left: 2x4 SPF-S Stud, Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-8 REACTIONS.(lb/size)11=672/0-3-8, 8=779/0-3-8, 7=327/0-3-8 Max Horz 11=160(LC 5) Max Uplift11=-48(LC 6), 8=-30(LC 5), 7=-115(LC 7) Max Grav 11=672(LC 1), 8=779(LC 1), 7=331(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-593/101 BOT CHORD 9-10=-85/331, 9-12=-85/331, 8-12=-85/331 WEBS 2-11=-638/147, 2-10=-84/275, 3-8=-395/65, 4-8=-338/89, 5-7=-297/89 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 8 except (jt=lb) 7=115. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 10,2016 Job B16601884 Truss T26 Truss Type Hip Qty 1 Ply 1 5902 Job Reference (optional) I27963642 7.640 s Sep 29 2015 MiTek Industries, Inc. Mon Oct 10 09:09:12 2016 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:rM?I1UI1x2SEX1FYKvlw9az1oGn-NsGc3fPsj?axXGELGUn2hSQPrsuKjKGc8JMV79yUsXr Scale = 1:59.1 1 2 3 4 5 6 7 8 13 12 11 10 9 4x8 4x10 3x6 3x8 4x6 3x6 4x6 3x4 3x8 3x8 3x4 8-8-11 8-8-11 9-9-5 1-0-11 18-6-0 8-8-11 -0-10-8 0-10-8 4-6-1 4-6-1 8-8-11 4-2-9 9-9-5 1-0-11 13-11-15 4-2-9 18-6-0 4-6-1 19-4-8 0-10-8 1- 5 - 8 7- 9 - 1 4 8- 0 - 0 1- 5 - 8 7- 9 - 1 4 9.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-1-6], [5:0-5-0,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.56 0.66 0.59 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.13 -0.33 0.02 0.01 (loc) 9-10 9-10 9 10 l/defl >999 >672 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 96 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)13=790/0-3-8, 9=790/0-3-8 Max Horz 13=-194(LC 4) Max Uplift13=-56(LC 6), 9=-56(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-648/132, 4-5=-454/135, 5-6=-647/130, 2-13=-259/120, 7-9=-259/120 BOT CHORD 12-13=-62/531, 11-12=-62/531, 10-11=0/454, 9-10=0/531 WEBS 3-13=-627/18, 6-9=-626/18 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 9. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 10,2016 Job B16601884 Truss T27 Truss Type Common Qty 2 Ply 1 5902 Job Reference (optional) I27963643 7.640 s Sep 29 2015 MiTek Industries, Inc. Mon Oct 10 09:09:13 2016 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:rM?I1UI1x2SEX1FYKvlw9az1oGn-r2q_H?QUTIio9PpYqCIHEgzaUFEDSnnmNz52gcyUsXq Scale: 3/16"=1' 1 2 3 4 5 6 7 11 10 9 8 4x6 3x6 3x8 4x6 4x6 3x4 3x8 3x8 3x4 9-3-0 9-3-0 18-6-0 9-3-0 -0-10-8 0-10-8 4-9-4 4-9-4 9-3-0 4-5-12 13-8-12 4-5-12 18-6-0 4-9-4 19-4-8 0-10-8 1- 5 - 8 8- 4 - 1 2 1- 5 - 8 9.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.56 0.68 0.63 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.14 -0.35 0.02 0.01 (loc) 9-11 9-11 8 9 l/defl >999 >622 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 84 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)11=790/0-3-8, 8=790/0-3-8 Max Horz 11=-204(LC 4) Max Uplift11=-56(LC 6), 8=-56(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-633/129, 4-5=-633/129, 2-11=-272/125, 6-8=-272/125 BOT CHORD 10-11=-54/532, 9-10=-54/532, 8-9=0/532 WEBS 4-9=-66/441, 3-11=-612/18, 5-8=-612/18 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 8. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 10,2016 Job B16601884 Truss T29 Truss Type Half Hip Qty 1 Ply 1 5902 Job Reference (optional) I27963644 7.640 s Sep 29 2015 MiTek Industries, Inc. Mon Oct 10 09:09:13 2016 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:rM?I1UI1x2SEX1FYKvlw9az1oGn-r2q_H?QUTIio9PpYqCIHEgzc0FJDSsHmNz52gcyUsXq Scale = 1:22.0 1 2 3 4 6 52x4 5x6 2x4 4x8 6x6 0-10-8 0-10-8 1-0-4 0-1-12 7-6-0 6-5-12 1-0-4 1-0-4 6-10-8 5-10-4 7-6-0 0-7-8 0- 6 - 0 2- 7 - 1 5 2- 9 - 8 2- 4 - 7 0- 3 - 8 2- 7 - 1 5 4.00 12 Plate Offsets (X,Y)-- [2:0-5-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.40 0.36 0.28 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.11 0.00 0.07 (loc) 5-6 5-6 5 5-6 l/defl >999 >685 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 28 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=342/0-3-8, 5=247/0-1-8 Max Horz 6=73(LC 4) Max Uplift6=-87(LC 4), 5=-87(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-270/232, 2-3=-364/309 BOT CHORD 1-6=-221/295 WEBS 2-6=-319/149, 3-6=-279/225, 3-5=-334/205 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 5. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 10,2016 Job B16601884 Truss TG01 Truss Type Hip Girder Qty 1 Ply 2 5902 Job Reference (optional) I27963645 7.640 s Sep 29 2015 MiTek Industries, Inc. Mon Oct 10 09:09:14 2016 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:rM?I1UI1x2SEX1FYKvlw9az1oGn-JEOMULR6EcqfmZOkOvpWmtVjdfX2BAUvcdrcC2yUsXp Scale = 1:74.3 1 2 3 4 5 6 13 12 11 10 9 8 7141516171819 5x6 6x6 6x6 3x6 3x8 5x8 4x10 10x10 8x8 8x8 6x6 4x6 2x4 4-6-10 4-6-10 8-9-12 4-3-2 10-0-4 1-2-8 12-8-4 2-8-0 18-10-0 6-1-12 4-6-10 4-6-10 8-9-12 4-3-2 10-0-4 1-2-8 14-3-6 4-3-2 18-10-0 4-6-10 1- 5 - 8 10 - 1 - 6 10 - 3 - 4 1- 5 - 8 10 - 1 - 6 12.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-1-12], [4:0-4-1,0-3-0], [10:0-3-8,0-4-0], [12:0-3-8,0-5-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.67 0.84 0.86 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.07 -0.17 0.01 0.04 (loc) 10-12 10-12 7 10-12 l/defl >999 >907 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 270 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E *Except* 7-11: 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-10,3-9,4-9,1-13,6-7: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-4 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)13=5909/0-3-8, 8=3557/0-3-8, 7=1441/0-3-8 Max Horz 13=241(LC 4) Max Uplift13=-154(LC 5), 8=-204(LC 6), 7=-76(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5026/174, 2-3=-2989/203, 3-4=-1755/169, 4-5=-2595/200, 5-6=-1669/92, 1-13=-4424/137, 6-7=-1445/64 BOT CHORD 13-14=-248/460, 14-15=-248/460, 12-15=-248/460, 12-16=-211/3487, 11-16=-211/3487, 11-17=-211/3487, 10-17=-211/3487, 10-18=-123/2011, 9-18=-123/2011 WEBS 2-12=-60/3147, 2-10=-2398/207, 3-10=-176/3704, 3-9=-1892/130, 4-9=-117/1664, 5-9=-97/2663, 5-8=-3181/171, 1-12=-63/3131, 6-8=-53/1074 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; porch right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 13=154, 8=204. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1571 lb down and 42 lb up at 1-2-12, 1571 lb down and 42 lb up at 3-2-12, 1571 lb down and 42 lb up at 5-2-12, 1571 lb down and 42 lb up at 7-2-12, and 1563 lb down and 65 lb up at 9-2-12, and 1575 lb down and 42 lb up at 11-2-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 10,2016 Job B16601884 Truss TG01 Truss Type Hip Girder Qty 1 Ply 2 5902 Job Reference (optional) I27963645 7.640 s Sep 29 2015 MiTek Industries, Inc. Mon Oct 10 09:09:14 2016 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:rM?I1UI1x2SEX1FYKvlw9az1oGn-JEOMULR6EcqfmZOkOvpWmtVjdfX2BAUvcdrcC2yUsXp LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 4-6=-60, 7-13=-20 Concentrated Loads (lb) Vert: 14=-1571(F) 15=-1571(F) 16=-1571(F) 17=-1571(F) 18=-1563(F) 19=-1575(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B16601884 Truss TG02 Truss Type Common Girder Qty 1 Ply 2 5902 Job Reference (optional) I27963646 7.640 s Sep 29 2015 MiTek Industries, Inc. Mon Oct 10 09:09:14 2016 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:rM?I1UI1x2SEX1FYKvlw9az1oGn-JEOMULR6EcqfmZOkOvpWmtVjLfcABEpvcdrcC2yUsXp Scale = 1:60.2 1 2 3 4 5 8 7 69101112131415 4x8 3x4 12x12 2x4 10x10 3x8 4x8 5x12 5x6 0-10-8 0-10-8 4-6-0 3-7-8 9-7-0 5-1-0 13-2-8 3-7-8 2-6-0 2-6-0 7-0-8 4-6-8 11-7-0 4-6-8 13-2-8 1-7-8 0- 7 - 0 7- 7 - 8 1- 5 - 8 12.00 12 Plate Offsets (X,Y)-- [1:0-0-7,0-8-14], [1:0-1-13,Edge], [4:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.69 0.57 0.58 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.13 0.01 0.03 (loc) 7-8 7-8 6 7-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 181 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 3-8,3-7: 2x4 SPF No.2 WEDGE Left: 2x10 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=4336/0-3-8, 6=6252/0-3-8 Max Horz 1=179(LC 4) Max Uplift1=-139(LC 6), 6=-198(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5302/207, 2-3=-5202/254, 3-4=-4594/236, 4-5=-565/28, 5-6=-482/22 BOT CHORD 1-9=-196/3555, 8-9=-196/3555, 8-10=-88/2247, 10-11=-88/2247, 11-12=-88/2247, 12-13=-88/2247, 13-14=-88/2247, 7-14=-88/2247, 7-15=-84/2454, 6-15=-84/2454 WEBS 3-8=-178/4071, 3-7=-139/2858, 4-7=-80/1226, 4-6=-4377/188 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=139, 6=198. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1623 lb down and 55 lb up at 2-11-4, 1656 lb down and 53 lb up at 4-11-4, 1513 lb down and 50 lb up at 6-11-4, 1549 lb down and 50 lb up at 8-11-4, and 1552 lb down and 50 lb up at 10-11-4, and 1580 lb down and 44 lb up at 13-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 1-11=-20, 11-13=-60, 6-13=-20 Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 10,2016 Job B16601884 Truss TG02 Truss Type Common Girder Qty 1 Ply 2 5902 Job Reference (optional) I27963646 7.640 s Sep 29 2015 MiTek Industries, Inc. Mon Oct 10 09:09:14 2016 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:rM?I1UI1x2SEX1FYKvlw9az1oGn-JEOMULR6EcqfmZOkOvpWmtVjLfcABEpvcdrcC2yUsXp LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 6=-1580(B) 9=-1623(B) 10=-1656(B) 12=-1513(B) 14=-1549(B) 15=-1552(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B16601884 Truss TG03 Truss Type Common Girder Qty 1 Ply 2 5902 Job Reference (optional) I27963647 7.640 s Sep 29 2015 MiTek Industries, Inc. Mon Oct 10 09:09:15 2016 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:rM?I1UI1x2SEX1FYKvlw9az1oGn-oRylihSk?wzWOjywxdKlJ52qB3zKwfJ3qHa9kUyUsXo Scale = 1:63.3 1 2 3 4 5 9 8 7 6101112131415 3x4 4x8 3x4 10x10 4x10 10x10 4x10 4x8 4x8 4-3-3 4-3-3 8-2-13 3-11-10 12-6-0 4-3-3 2-6-0 2-6-0 6-3-0 3-9-0 10-0-0 3-9-0 12-6-0 2-6-0 1- 9 - 8 8- 0 - 8 1- 9 - 8 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.87 0.39 0.76 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.09 0.01 0.02 (loc) 7-8 7-8 6 6-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 164 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)9=5065/0-3-8, 6=5566/0-3-8 Max Horz 9=193(LC 4) Max Uplift9=-183(LC 6), 6=-261(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-516/69, 2-3=-4015/250, 3-4=-4022/275, 4-5=-532/78, 1-9=-434/53, 5-6=-446/60 BOT CHORD 9-10=-181/2387, 10-11=-181/2387, 8-11=-181/2387, 8-12=-113/2117, 12-13=-113/2117, 7-13=-113/2117, 7-14=-87/2392, 14-15=-87/2392, 6-15=-87/2392 WEBS 3-7=-214/2780, 4-7=-87/1036, 3-8=-146/2762, 2-8=-82/1038, 2-9=-4049/145, 4-6=-4038/162 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=183, 6=261. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1608 lb down and 51 lb up at 1-6-12, 1608 lb down and 51 lb up at 3-6-12, 1608 lb down and 51 lb up at 5-6-12, 1608 lb down and 51 lb up at 7-6-12, and 1602 lb down and 118 lb up at 9-6-12, and 1620 lb down and 81 lb up at 11-6-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 6-9=-20 Concentrated Loads (lb) Vert: 10=-1608(B) 11=-1608(B) 12=-1608(B) 13=-1608(B) 14=-1602(B) 15=-1620(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 10,2016 Job B16601884 Truss TG05 Truss Type Roof Special Girder Qty 1 Ply 2 5902 Job Reference (optional) I27963648 7.640 s Sep 29 2015 MiTek Industries, Inc. Mon Oct 10 09:09:16 2016 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:rM?I1UI1x2SEX1FYKvlw9az1oGn-GdW7v1SNmD5N0tX6VKs_rIb?cTHhf6xC3xKiGxyUsXn Scale = 1:71.7 1 2 3 4 5 6 7 13 12 11 10 9 8141516171819202122232425 3x6 8x8 3x6 4x6 6x8 12x12 2x4 3x8 4x8 3x6 6x8 8x8 6-6-12 6-6-12 12-11-11 6-5-0 19-6-7 6-6-12 22-3-8 2-9-1 6-6-12 6-6-12 12-11-11 6-5-0 19-6-7 6-6-12 22-3-8 2-9-1 23-2-0 0-10-8 9- 5 - 4 6- 8 - 3 9- 5 - 4 12.00 12 Plate Offsets (X,Y)-- [1:Edge,0-3-8], [5:0-4-4,0-1-12], [6:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.89 0.57 0.74 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.09 -0.22 0.02 0.08 (loc) 12-13 12-13 8 12-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 371 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 1-13: 2x4 SPF 2100F 1.8E, 6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-13, 4-9, 6-8 REACTIONS.(lb/size)13=7269/0-3-8, 8=5149/0-3-8 Max Horz 13=-225(LC 6) Max Uplift13=-1332(LC 4), 8=-920(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-13=-5060/947, 1-2=-3515/638, 2-3=-3515/638, 3-4=-3515/638, 4-5=-1578/387, 5-6=-2257/510, 6-8=-5249/946 BOT CHORD 11-12=-732/3552, 11-19=-732/3552, 19-20=-732/3552, 20-21=-732/3552, 10-21=-732/3552, 10-22=-732/3552, 22-23=-732/3552, 23-24=-732/3552, 9-24=-732/3552 WEBS 1-12=-1087/5998, 2-12=-395/169, 4-10=-367/2409, 4-9=-3399/639, 5-9=-310/1296, 6-9=-775/3877 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=1332, 8=920. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 627 lb down and 212 lb up at 1-3-0, 850 lb down and 97 lb up at 1-4-4, 627 lb down and 212 lb up at 3-3-0, 850 lb down and 97 lb up at 3-4-4, 850 lb down and 97 lb up at 4-8-12, 812 lb down and 156 lb up at 5-3-0, 695 lb down and 143 lb up at 6-8-8, 695 lb down and 143 lb up at 8-8-8, 695 lb down and 143 lb up at 10-8-8, 695 lb down and 143 lb up at 12-8-8, 695 lb down and 143 lb up at 14-8-8, 812 lb down and 156 lb up at 16-8-8, and 627 lb down and 212 lb up at 18-2-12, and 632 lb down and 128 lb up at 20-2-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 10,2016 Job B16601884 Truss TG05 Truss Type Roof Special Girder Qty 1 Ply 2 5902 Job Reference (optional) I27963648 7.640 s Sep 29 2015 MiTek Industries, Inc. Mon Oct 10 09:09:16 2016 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:rM?I1UI1x2SEX1FYKvlw9az1oGn-GdW7v1SNmD5N0tX6VKs_rIb?cTHhf6xC3xKiGxyUsXn LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-5=-60, 5-6=-60, 6-7=-60, 13-16=-60, 16-20=-20, 20-23=-60, 8-23=-20 Concentrated Loads (lb) Vert: 12=-695(F) 10=-695(F) 14=-1477(F=-627, B=-850) 15=-1477(F=-627, B=-850) 17=-850(B) 18=-812(F) 19=-695(F) 21=-695(F) 22=-695(F) 23=-812(F) 24=-627(F) 25=-632(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B16601884 Truss TG06 Truss Type Roof Special Girder Qty 1 Ply 2 5902 Job Reference (optional) I27963649 7.640 s Sep 29 2015 MiTek Industries, Inc. Mon Oct 10 09:09:16 2016 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:rM?I1UI1x2SEX1FYKvlw9az1oGn-GdW7v1SNmD5N0tX6VKs_rIb26TD4f8JC3xKiGxyUsXn Scale = 1:77.3 1 2 3 4 7 6 5891011121314 3x4 3x6 4x6 2x4 5x6 10x10 8-3-13 8-3-13 12-3-8 3-11-11 8-3-13 8-3-13 12-3-8 3-11-11 13-2-0 0-10-8 10 - 7 - 1 4 6- 8 - 3 10 - 7 - 1 4 12.00 12 Plate Offsets (X,Y)-- [2:0-4-4,0-1-12], [3:0-3-0,0-1-15] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.67 0.80 0.58 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.20 -0.41 0.00 0.11 (loc) 6-7 6-7 5 6-7 l/defl >726 >350 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 192 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 3-5,3-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-2. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-7 REACTIONS.(lb/size)7=3573/0-3-8, 5=3147/0-3-8 Max Horz 7=-263(LC 6) Max Uplift7=-407(LC 6), 5=-250(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-7=-1649/290, 1-2=-1139/201, 2-3=-1658/223, 3-5=-3091/236 BOT CHORD 7-8=-99/263, 8-9=-99/263, 9-10=-99/263, 10-11=-99/263, 11-12=-99/263, 6-12=-99/263 WEBS 1-6=-322/1789, 2-6=-112/736, 3-6=-240/2134 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=407, 5=250. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 921 lb down and 81 lb up at 0-8-12, 908 lb down and 83 lb up at 2-8-12, 920 lb down and 83 lb up at 4-8-12, 892 lb down and 114 lb up at 6-8-12, and 954 lb down and 106 lb up at 8-8-12, and 905 lb down and 96 lb up at 10-8-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 7-11=-60, 5-11=-20 Concentrated Loads (lb) Vert: 8=-921(B) 9=-908(B) 10=-920(B) 12=-892(B) 13=-954(B) 14=-905(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 10,2016 Job B16601884 Truss TG07 Truss Type Hip Girder Qty 1 Ply 2 5902 Job Reference (optional) I27963650 7.640 s Sep 29 2015 MiTek Industries, Inc. Mon Oct 10 09:09:17 2016 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:rM?I1UI1x2SEX1FYKvlw9az1oGn-kp4V6NT?XXDEd16J31NDOW7LwtiLOhkMIb3GpNyUsXm Scale = 1:45.6 1 2 3 4 5 12 11 10 9 8 7 613141516171819 3x6 4x10 5x12 3x4 4x6 3x6 2x4 3x6 3x8 2x4 2x4 2x4 0-10-8 0-10-8 5-2-4 4-3-12 10-3-8 5-1-4 13-6-12 3-3-4 15-4-12 1-10-0 19-8-8 4-3-12 20-7-0 0-10-8 5-2-4 5-2-4 10-3-8 5-1-4 15-4-12 5-1-4 20-7-0 5-2-4 0- 7 - 0 5- 7 - 6 5- 9 - 4 0- 7 - 0 5- 7 - 6 12.00 12 Plate Offsets (X,Y)-- [1:0-6-0,0-1-0], [2:0-7-10,0-2-0], [4:0-2-3,0-2-8], [5:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.15 0.22 0.25 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.04 0.01 0.02 (loc) 9-11 9-11 6 9-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 220 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 2-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=1976/0-3-8, 12=1135/0-3-8, 6=534/0-3-8 Max Horz 12=-122(LC 3) Max Uplift8=-943(LC 4), 12=-434(LC 5), 6=-204(LC 6) Max Grav 8=1976(LC 1), 12=1137(LC 9), 6=534(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-499/233, 2-3=-679/369, 4-5=-319/169 BOT CHORD 1-12=-130/271, 12-13=-368/693, 11-13=-368/693, 10-11=-294/562, 10-14=-294/562, 14-15=-294/562, 9-15=-294/562, 9-16=-294/562, 16-17=-294/562, 8-17=-294/562 WEBS 2-12=-660/277, 2-11=-324/536, 3-9=-263/484, 3-8=-1115/551, 4-8=-551/252, 4-7=-240/415 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=943, 12=434, 6=204. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 284 lb down and 179 lb up at 3-3-0, 204 lb down and 154 lb up at 5-3-0, 204 lb down and 154 lb up at 7-3-0, 204 lb down and 154 lb up at 9-3-0, 204 lb down and 154 lb up at 11-3-0, 204 lb down and 154 lb up at 13-3-0, 204 lb down and 154 lb up at 14-3-0, and 204 lb down and 154 lb up at 15-4-0, and 284 lb down and 179 lb up at 17-4-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 10,2016 Job B16601884 Truss TG07 Truss Type Hip Girder Qty 1 Ply 2 5902 Job Reference (optional) I27963650 7.640 s Sep 29 2015 MiTek Industries, Inc. Mon Oct 10 09:09:17 2016 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:rM?I1UI1x2SEX1FYKvlw9az1oGn-kp4V6NT?XXDEd16J31NDOW7LwtiLOhkMIb3GpNyUsXm LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-5=-60, 1-5=-20 Concentrated Loads (lb) Vert: 11=-204 7=-204 13=-284 14=-204 15=-204 16=-204 17=-204 18=-204 19=-284 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B16601884 Truss TG08 Truss Type Half Hip Girder Qty 2 Ply 1 5902 Job Reference (optional) I27963651 7.640 s Sep 29 2015 MiTek Industries, Inc. Mon Oct 10 09:09:17 2016 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:rM?I1UI1x2SEX1FYKvlw9az1oGn-kp4V6NT?XXDEd16J31NDOW7Lttk1OjhMIb3GpNyUsXm Scale = 1:30.3 1 2 3 5 4 6 7 2x4 2x4 4x8 3x4 3x12 4x6 0-10-8 0-10-8 4-3-8 3-5-0 6-11-8 2-8-0 4-3-8 4-3-8 6-11-8 2-8-0 0- 6 - 1 0 3- 9 - 4 3- 5 - 1 2 0- 3 - 8 3- 9 - 4 9.00 12 Plate Offsets (X,Y)-- [1:0-1-0,0-11-1], [2:0-6-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.15 0.11 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 0.00 0.01 (loc) 1-5 1-5 4 1-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 35 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud WEDGE Left: 2x10 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=289/0-3-8, 4=304/0-1-8 Max Horz 1=105(LC 5) Max Uplift1=-85(LC 5), 4=-165(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-298/90 WEBS 2-4=-287/178 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 4=165. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 66 lb down and 83 lb up at 4-3-8, and 39 lb down and 60 lb up at 5-0-4 on top chord, and 49 lb down at 4-3-8, and 26 lb down and 13 lb up at 5-0-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 1-4=-20 Concentrated Loads (lb) Vert: 5=-11(B) 2=-50(B) 7=2(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 10,2016 Job B16601884 Truss TG09 Truss Type Flat Girder Qty 1 Ply 2 5902 Job Reference (optional) I27963652 7.640 s Sep 29 2015 MiTek Industries, Inc. Mon Oct 10 09:09:17 2016 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:rM?I1UI1x2SEX1FYKvlw9az1oGn-kp4V6NT?XXDEd16J31NDOW7JEth4OkgMIb3GpNyUsXm Scale = 1:51.8 1 2 4 35678 3x8 4x6 2x4 8x8 8-4-8 8-4-8 8-4-8 8-4-8 6- 1 1 - 8 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.26 0.30 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.08 0.00 0.03 (loc) 3-4 3-4 3 3-4 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 146 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD onCENTER® AFL 2.1E 1 1/2" x 11 7/8" WEBS 2x4 SPF-S Stud *Except* 1-3: 2x4 SPF No.2 BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=2645/Mechanical, 3=2518/Mechanical Max Uplift4=-486(LC 3), 3=-451(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) 2-ply truss to be connected together with 16d (0.131"x 3.5") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc clinched, 2x6 - 2 rows staggered at 0-9-0 oc clinched. Bottom chords connected as follows: 1.47x11.875 - 3 rows staggered at 0-9-0 oc clinched. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc clinched. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=486, 3=451. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 213 lb down and 143 lb up at 0-11-4, 211 lb down and 144 lb up at 2-11-4, and 211 lb down and 144 lb up at 4-11-4, and 211 lb down and 144 lb up at 6-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 4-6=-500(B=-440), 3-6=-460(B=-440) Concentrated Loads (lb) Vert: 5=-213 6=-211 7=-211 8=-211 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 10,2016 Job B16601884 Truss V01 Truss Type Valley Qty 1 Ply 1 5902 Job Reference (optional) I27963653 7.640 s Sep 29 2015 MiTek Industries, Inc. Mon Oct 10 09:09:18 2016 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:rM?I1UI1x2SEX1FYKvlw9az1oGn-C0etKiUdIrL5FBhVdluSxjgV0G0r790VXFppLpyUsXl Scale = 1:64.8 1 2 3 4 5 9 8 7 63x4 4x6 3x4 5x6 2x4 2x4 2x4 2x4 0-0-4 0-0-4 16-5-2 16-4-15 8-2-9 8-2-9 16-5-2 8-2-9 0- 0 - 4 8- 2 - 9 0- 0 - 4 12.00 12 Plate Offsets (X,Y)-- [7:0-3-0,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.19 0.33 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 57 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 5-7: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 16-4-10. (lb) - Max Horz 1=-183(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1 except 9=-180(LC 6), 6=-180(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 8=370(LC 1), 9=448(LC 10), 6=448(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-277/224, 4-6=-278/225 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 9=180 , 6=180. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 10,2016 Job B16601884 Truss V02 Truss Type Valley Qty 1 Ply 1 5902 Job Reference (optional) I27963654 7.640 s Sep 29 2015 MiTek Industries, Inc. Mon Oct 10 09:09:18 2016 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:rM?I1UI1x2SEX1FYKvlw9az1oGn-C0etKiUdIrL5FBhVdluSxjgVoG3X7AxVXFppLpyUsXl Scale = 1:53.3 1 2 3 4 5 8 7 69103x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 0-0-4 0-0-4 13-5-3 13-4-15 6-8-9 6-8-9 13-5-3 6-8-9 0- 0 - 4 6- 8 - 9 0- 0 - 4 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.21 0.16 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 46 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-4-11. (lb) - Max Horz 1=-148(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-151(LC 6), 6=-151(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=367(LC 1), 8=337(LC 10), 6=337(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=151, 6=151. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 10,2016 Job B16601884 Truss V03 Truss Type Valley Qty 1 Ply 1 5902 Job Reference (optional) I27963655 7.640 s Sep 29 2015 MiTek Industries, Inc. Mon Oct 10 09:09:19 2016 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:rM?I1UI1x2SEX1FYKvlw9az1oGn-gCCFX2VF38TytKGhASPhTxDclgNisdMelvYNtFyUsXk Scale = 1:42.0 1 2 3 43x6 4x6 3x6 2x4 0-0-4 0-0-4 10-5-3 10-4-15 5-2-9 5-2-9 10-5-3 5-2-9 0- 0 - 4 5- 2 - 9 0- 0 - 4 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.45 0.29 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 30 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=217/10-4-11, 3=217/10-4-11, 4=344/10-4-11 Max Horz 1=-113(LC 4) Max Uplift1=-23(LC 7), 3=-23(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 10,2016 Job B16601884 Truss V04 Truss Type Valley Qty 1 Ply 1 5902 Job Reference (optional) I27963656 7.640 s Sep 29 2015 MiTek Industries, Inc. Mon Oct 10 09:09:19 2016 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:rM?I1UI1x2SEX1FYKvlw9az1oGn-gCCFX2VF38TytKGhASPhTxDgKgNzseQelvYNtFyUsXk Scale: 3/8"=1' 1 2 3 43x4 4x6 3x4 2x4 0-0-4 0-0-4 7-5-3 7-4-14 3-8-9 3-8-9 7-5-3 3-8-9 0- 0 - 4 3- 8 - 9 0- 0 - 4 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.22 0.28 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=149/7-4-11, 3=149/7-4-11, 4=240/7-4-11 Max Horz 1=-78(LC 4) Max Uplift1=-18(LC 7), 3=-18(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 10,2016 Job B16601884 Truss V05 Truss Type Valley Qty 1 Ply 1 5902 Job Reference (optional) I27963657 7.640 s Sep 29 2015 MiTek Industries, Inc. Mon Oct 10 09:09:19 2016 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:rM?I1UI1x2SEX1FYKvlw9az1oGn-gCCFX2VF38TytKGhASPhTxDhhgQysetelvYNtFyUsXk Scale = 1:16.7 1 2 3 4 2x4 4x6 2x4 2x4 4-4-15 4-4-15 4-5-3 0-0-4 2-2-9 2-2-9 4-5-3 2-2-9 0- 0 - 4 2- 2 - 9 0- 0 - 4 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.13 0.09 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=89/4-4-11, 3=89/4-4-11, 4=120/4-4-11 Max Horz 1=-43(LC 4) Max Uplift1=-15(LC 7), 3=-15(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 10,2016 Job B16601884 Truss V06 Truss Type Valley Qty 1 Ply 1 5902 Job Reference (optional) I27963658 7.640 s Sep 29 2015 MiTek Industries, Inc. Mon Oct 10 09:09:20 2016 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:rM?I1UI1x2SEX1FYKvlw9az1oGn-8OlelOVtqSbpUUrukAww08ln?4jdb3Qo_ZIwPiyUsXj Scale = 1:43.2 1 2 3 43x6 4x6 3x6 2x4 0-0-4 0-0-4 10-9-3 10-8-15 5-4-9 5-4-9 10-9-3 5-4-9 0- 0 - 4 5- 4 - 9 0- 0 - 4 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.48 0.31 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 31 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=225/10-8-11, 3=225/10-8-11, 4=355/10-8-11 Max Horz 1=-117(LC 4) Max Uplift1=-23(LC 7), 3=-23(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 10,2016 Job B16601884 Truss V07 Truss Type Valley Qty 1 Ply 1 5902 Job Reference (optional) I27963659 7.640 s Sep 29 2015 MiTek Industries, Inc. Mon Oct 10 09:09:20 2016 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:rM?I1UI1x2SEX1FYKvlw9az1oGn-8OlelOVtqSbpUUrukAww08lrk4jnb5ao_ZIwPiyUsXj Scale = 1:33.0 1 2 3 43x4 4x6 3x4 2x4 7-8-15 7-8-15 7-9-3 0-0-4 3-10-9 3-10-9 7-9-3 3-10-9 0- 0 - 4 3- 1 0 - 9 0- 0 - 4 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.24 0.30 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=157/7-8-11, 3=157/7-8-11, 4=251/7-8-11 Max Horz 1=-82(LC 4) Max Uplift1=-19(LC 7), 3=-19(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 10,2016 Job B16601884 Truss V08 Truss Type Valley Qty 1 Ply 1 5902 Job Reference (optional) I27963660 7.640 s Sep 29 2015 MiTek Industries, Inc. Mon Oct 10 09:09:20 2016 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:rM?I1UI1x2SEX1FYKvlw9az1oGn-8OlelOVtqSbpUUrukAww08ls24mxb55o_ZIwPiyUsXj Scale = 1:17.6 1 2 3 4 2x4 4x6 2x4 2x4 4-8-15 4-8-15 4-9-3 0-0-4 2-4-9 2-4-9 4-9-3 2-4-9 0- 0 - 4 2- 4 - 9 0- 0 - 4 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.16 0.10 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=97/4-8-11, 3=97/4-8-11, 4=131/4-8-11 Max Horz 1=47(LC 5) Max Uplift1=-16(LC 7), 3=-16(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 10,2016 Job B16601884 Truss V09 Truss Type Valley Qty 1 Ply 1 5902 Job Reference (optional) I27963661 7.640 s Sep 29 2015 MiTek Industries, Inc. Mon Oct 10 09:09:21 2016 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:rM?I1UI1x2SEX1FYKvlw9az1oGn-caJ0ykWVbmjg6eQ4ItRAYMI37U6IKYfxDD1Ty8yUsXi Scale = 1:8.6 1 2 3 2x4 3x4 2x4 1-8-15 1-8-15 1-9-3 0-0-4 0-10-9 0-10-9 1-9-3 0-10-9 0- 0 - 4 0- 1 0 - 9 0- 0 - 4 12.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.01 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 3 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-9-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=42/1-8-11, 3=42/1-8-11 Max Horz 1=-12(LC 4) Max Uplift1=-1(LC 7), 3=-1(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 10,2016 Job B16601884 Truss V10 Truss Type Valley Qty 1 Ply 1 5902 Job Reference (optional) I27963662 7.640 s Sep 29 2015 MiTek Industries, Inc. Mon Oct 10 09:09:21 2016 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:rM?I1UI1x2SEX1FYKvlw9az1oGn-caJ0ykWVbmjg6eQ4ItRAYMI_SU3yKXFxDD1Ty8yUsXi Scale = 1:39.7 1 2 3 43x4 4x6 3x4 2x4 9-6-7 9-6-7 9-6-11 0-0-4 4-9-5 4-9-5 9-6-11 4-9-5 0- 0 - 4 4- 9 - 5 0- 0 - 4 12.00 12 Plate Offsets (X,Y)-- [1:0-1-2,0-1-8], [3:0-0-9,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.37 0.24 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 27 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=198/9-6-3, 3=198/9-6-3, 4=313/9-6-3 Max Horz 1=-103(LC 4) Max Uplift1=-21(LC 7), 3=-21(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 10,2016 Job B16601884 Truss V11 Truss Type Valley Qty 1 Ply 1 5902 Job Reference (optional) I27963663 7.640 s Sep 29 2015 MiTek Industries, Inc. Mon Oct 10 09:09:21 2016 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:rM?I1UI1x2SEX1FYKvlw9az1oGn-caJ0ykWVbmjg6eQ4ItRAYMI1gU3UKY4xDD1Ty8yUsXi Scale = 1:28.4 1 2 3 43x4 4x6 3x4 2x4 0-0-4 0-0-4 6-6-11 6-6-7 3-3-5 3-3-5 6-6-11 3-3-5 0- 0 - 4 3- 3 - 5 0- 0 - 4 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.17 0.21 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=130/6-6-3, 3=130/6-6-3, 4=208/6-6-3 Max Horz 1=-68(LC 4) Max Uplift1=-16(LC 7), 3=-16(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 10,2016 Job B16601884 Truss V12 Truss Type Valley Qty 1 Ply 1 5902 Job Reference (optional) I27963664 7.640 s Sep 29 2015 MiTek Industries, Inc. Mon Oct 10 09:09:22 2016 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:rM?I1UI1x2SEX1FYKvlw9az1oGn-4ntOA4X7M3rWko?GsbyP5ZrDouPs3?v5Rtn1UayUsXh Scale = 1:14.1 1 2 3 2x4 3x4 2x4 3-6-7 3-6-7 3-6-11 0-0-4 1-9-5 1-9-5 3-6-11 1-9-5 0- 0 - 4 1- 9 - 5 0- 0 - 4 12.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.08 0.20 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=114/3-6-3, 3=114/3-6-3 Max Horz 1=-33(LC 4) Max Uplift1=-3(LC 6), 3=-3(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 10,2016 e d g e o f t r u s s . f r o m o u t s i d e " 1 6 / 1 - 0 P R O D U C T C O D E A P P R O V A L S J O I N T S A R E G E N E R A L L Y N U M B E R E D / L E T T E R E D C L O C K W I S E A R O U N D T H E T R U S S S T A R T I N G A T T H E J O I N T F A R T H E S T T O T H E L E F T . C H O R D S A N D W E B S A R E I D E N T I F I E D B Y E N D J O I N T N U M B E R S / L E T T E R S . W 4 - 6 W3-6 W 3 - 7 W2-7 W 1 - 7 C1-8 C 5 - 6 C 6 - 7 C 7 - 8 C4-5 C 3 - 4 C 2 - 3 C 1 - 2 TOP CHORD TOP CHORD 8 7 6 5 4 3 2 1 B O T T O M C H O R D S T O P C H O R D S B E A R I N G L A T E R A L B R A C I N G L O C A T I O N I n d i c a t e s l o c a t i o n w h e r e b e a r i n g s ( s u p p o r t s ) o c c u r . I c o n s v a r y b u t r e a c t i o n s e c t i o n i n d i c a t e s j o i n t n u m b e r w h e r e b e a r i n g s o c c u r . M i n s i z e s h o w n i s f o r c r u s h i n g o n l y . I n d i c a t e d b y s y m b o l s h o w n a n d / o r b y t e x t i n t h e b r a c i n g s e c t i o n o f t h e o u t p u t . U s e T o r I b r a c i n g i f i n d i c a t e d . T h e f i r s t d i m e n s i o n i s t h e p l a t e w i d t h m e a s u r e d p e r p e n d i c u l a r t o s l o t s . S e c o n d d i m e n s i o n i s t h e l e n g t h p a r a l l e l t o s l o t s . 4 x 4 P L A T E S I Z E T h i s s y m b o l i n d i c a t e s t h e r e q u i r e d d i r e c t i o n o f s l o t s i n c o n n e c t o r p l a t e s . " 1 6 / 1 F o r 4 x 2 o r i e n t a t i o n , l o c a t e p l a t e s 0 - C e n t e r p l a t e o n j o i n t u n l e s s x , y o f f s e t s a r e i n d i c a t e d . D i m e n s i o n s a r e i n f t - i n - s i x t e e n t h s . A p p l y p l a t e s t o b o t h s i d e s o f t r u s s a n d f u l l y e m b e d t e e t h . 1 " 4 / 3 P L A T E L O C A T I O N A N D O R I E N T A T I O N S y m b o l s N u m b e r i n g S y s t e m 1 . A d d i t i o n a l s t a b i l i t y b r a c i n g f o r t r u s s s y s t e m , e . g . d i a g o n a l o r X - b r a c i n g , i s a l w a y s r e q u i r e d . S e e B C S I . 2 . T r u s s b r a c i n g m u s t b e d e s i g n e d b y a n e n g i n e e r . F o r w i d e t r u s s s p a c i n g , i n d i v i d u a l l a t e r a l b r a c e s t h e m s e l v e s m a y r e q u i r e b r a c i n g , o r a l t e r n a t i v e T o r I b r a c i n g s h o u l d b e c o n s i d e r e d . 3 . N e v e r e x c e e d t h e d e s i g n l o a d i n g s h o w n a n d n e v e r s t a c k m a t e r i a l s o n i n a d e q u a t e l y b r a c e d t r u s s e s . 4 . P r o v i d e c o p i e s o f t h i s t r u s s d e s i g n t o t h e b u i l d i n g d e s i g n e r , e r e c t i o n s u p e r v i s o r , p r o p e r t y o w n e r a n d a l l o t h e r i n t e r e s t e d p a r t i e s . 5 . C u t m e m b e r s t o b e a r t i g h t l y a g a i n s t e a c h o t h e r . 6 . P l a c e p l a t e s o n e a c h f a c e o f t r u s s a t e a c h j o i n t a n d e m b e d f u l l y . K n o t s a n d w a n e a t j o i n t l o c a t i o n s a r e r e g u l a t e d b y A N S I / T P I 1 . 7 . D e s i g n a s s u m e s t r u s s e s w i l l b e s u i t a b l y p r o t e c t e d f r o m t h e e n v i r o n m e n t i n a c c o r d w i t h A N S I / T P I 1 . 8 . U n l e s s o t h e r w i s e n o t e d , m o i s t u r e c o n t e n t o f l u m b e r s h a l l n o t e x c e e d 1 9 % a t t i m e o f f a b r i c a t i o n . 9 . U n l e s s e x p r e s s l y n o t e d , t h i s d e s i g n i s n o t a p p l i c a b l e f o r u s e w i t h f i r e r e t a r d a n t , p r e s e r v a t i v e t r e a t e d , o r g r e e n l u m b e r . 1 0 . C a m b e r i s a n o n - s t r u c t u r a l c o n s i d e r a t i o n a n d i s t h e r e s p o n s i b i l i t y o f t r u s s f a b r i c a t o r . G e n e r a l p r a c t i c e i s t o c a m b e r f o r d e a d l o a d d e f l e c t i o n . 1 1 . P l a t e t y p e , s i z e , o r i e n t a t i o n a n d l o c a t i o n d i m e n s i o n s i n d i c a t e d a r e m i n i m u m p l a t i n g r e q u i r e m e n t s . 1 2 . L u m b e r u s e d s h a l l b e o f t h e s p e c i e s a n d s i z e , a n d i n a l l r e s p e c t s , e q u a l t o o r b e t t e r t h a n t h a t s p e c i f i e d . 1 3 . T o p c h o r d s m u s t b e s h e a t h e d o r p u r l i n s p r o v i d e d a t s p a c i n g i n d i c a t e d o n d e s i g n . 1 4 . B o t t o m c h o r d s r e q u i r e l a t e r a l b r a c i n g a t 1 0 f t . s p a c i n g , o r l e s s , i f n o c e i l i n g i s i n s t a l l e d , u n l e s s o t h e r w i s e n o t e d . 1 5 . C o n n e c t i o n s n o t s h o w n a r e t h e r e s p o n s i b i l i t y o f o t h e r s . 1 6 . D o n o t c u t o r a l t e r t r u s s m e m b e r o r p l a t e w i t h o u t p r i o r a p p r o v a l o f a n e n g i n e e r . 1 7 . I n s t a l l a n d l o a d v e r t i c a l l y u n l e s s i n d i c a t e d o t h e r w i s e . 1 8 . U s e o f g r e e n o r t r e a t e d l u m b e r m a y p o s e u n a c c e p t a b l e e n v i r o n m e n t a l , h e a l t h o r p e r f o r m a n c e r i s k s . C o n s u l t w i t h p r o j e c t e n g i n e e r b e f o r e u s e . 1 9 . R e v i e w a l l p o r t i o n s o f t h i s d e s i g n ( f r o n t , b a c k , w o r d s a n d p i c t u r e s ) b e f o r e u s e . R e v i e w i n g p i c t u r e s a l o n e i s n o t s u f f i c i e n t . 2 0 . D e s i g n a s s u m e s m a n u f a c t u r e i n a c c o r d a n c e w i t h A N S I / T P I 1 Q u a l i t y C r i t e r i a . F a i l u r e t o F o l l o w C o u l d C a u s e P r o p e r t y D a m a g e o r P e r s o n a l I n j u r y G e n e r a l S a f e t y N o t e s * P l a t e l o c a t i o n d e t a i l s a v a i l a b l e i n M i T e k 2 0 / 2 0 s o f t w a r e o r u p o n r e q u e s t . I n d u s t r y S t a n d a r d s : 6 - 4 - 8 d i m e n s i o n s s h o w n i n f t - i n - s i x t e e n t h s ( D r a w i n g s n o t t o s c a l e ) © 2 0 1 2 M i T e k ® A l l R i g h t s R e s e r v e d M i T e k E n g i n e e r i n g R e f e r e n c e S h e e t : M I I - 7 4 7 3 r e v . 1 0 / 0 3 / 2 0 1 5 W E B S e d g e o f t r u s s . f r o m o u t s i d e " 1 6 / 1 - 0 I C C - E S R e p o r t s : E S R - 1 3 1 1 , E S R - 1 3 5 2 , E S R 1 9 8 8 E R - 3 9 0 7 , E S R - 2 3 6 2 , E S R - 1 3 9 7 , E S R - 3 2 8 2 J O I N T S A R E G E N E R A L L Y N U M B E R E D / L E T T E R E D C L O C K W I S E A R O U N D T H E T R U S S S T A R T I N G A T T H E J O I N T F A R T H E S T T O T H E L E F T . C H O R D S A N D W E B S A R E I D E N T I F I E D B Y E N D J O I N T N U M B E R S / L E T T E R S . W 4 - 6 W3-6 W 3 - 7 W2-7 W 1 - 7 C1-8 C 5 - 6 C 6 - 7 C 7 - 8 C4-5 C 3 - 4 C 2 - 3 C 1 - 2 TOP CHORD TOP CHORD 8 7 6 5 4 3 2 1 B O T T O M C H O R D S T O P C H O R D S B E A R I N G I n d i c a t e s l o c a t i o n w h e r e b e a r i n g s ( s u p p o r t s ) o c c u r . I c o n s v a r y b u t r e a c t i o n s e c t i o n i n d i c a t e s j o i n t n u m b e r w h e r e b e a r i n g s o c c u r . 4 x 4 P L A T E S I Z E T h i s s y m b o l i n d i c a t e s t h e r e q u i r e d d i r e c t i o n o f s l o t s i n c o n n e c t o r p l a t e s . " 1 6 / 1 F o r 4 x 2 o r i e n t a t i o n , l o c a t e p l a t e s 0 - 1 " 4 / 3 P L A T E L O C A T I O N A N D O R I E N T A T I O N S y m b o l s N u m b e r i n g S y s t e m G e n e r a l S a f e t y N o t e s * P l a t e l o c a t i o n d e t a i l s a v a i l a b l e i n M i T e k 2 0 / 2 0 s o f t w a r e o r u p o n r e q u e s t . I n d u s t r y S t a n d a r d s : A N S I / T P I 1 : N a t i o n a l D e s i g n S p e c i f i c a t i o n f o r M e t a l P l a t e C o n n e c t e d W o o d T r u s s C o n s t r u c t i o n . D S B - 8 9 : D e s i g n S t a n d a r d f o r B r a c i n g . B C S I : B u i l d i n g C o m p o n e n t S a f e t y I n f o r m a t i o n , G u i d e t o G o o d P r a c t i c e f o r H a n d l i n g , I n s t a l l i n g & B r a c i n g o f M e t a l P l a t e C o n n e c t e d W o o d T r u s s e s . 6 - 4 - 8 d i m e n s i o n s s h o w n i n f t - i n - s i x t e e n t h s W E B S T r u s s e s a r e d e s i g n e d f o r w i n d l o a d s i n t h e p l a n e o f t h e t r u s s u n l e s s o t h e r w i s e s h o w n . L u m b e r d e s i g n v a l u e s a r e i n a c c o r d a n c e w i t h A N S I / T P I 1 s e c t i o n 6 . 3 T h e s e t r u s s d e s i g n s r e l y o n l u m b e r v a l u e s e s t a b l i s h e d b y o t h e r s .